Copyright © 1998 ASM International® All rights reserved. www.asminternational.org Metals Handbook Desk Edition, Second Edition J.R. Davis, Editor, p 153-173 Structure/Property Relationships in Irons and Steels Bruce L. Bramfitt, Homer Research Laboratories, Bethlehem Steel Corporation Basis o f Material Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Role o f Microstructure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ferrite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pearlite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ferrite-Pearl ite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bainite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Martensite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... Austenite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ferrite-Cementite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ferrite-Martensite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ferrite-Austenite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Graphite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cementite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 153 155 156 158 160 162 164 169 170 171 171 172 172 This Section was adapted from Materials 5election and Design, Volume 20, ASM Handbook, 1997, pages 3 5 7 - 3 8 2 . Additional information can also be found in the Sections on cast irons and steels w h i c h immediately f o l l o w in this H a n d b o o k and by consulting the index. THE PROPERTIES of irons and steels are linked to the chemical composition, processing path, and resulting microstructure of the material; this correspondence has been known since the early part of the twentieth century. For a particular iron and steel composition, most properties depend on microstructure. These properties are called " "o" - grade 50). 2% nital + 4% picral etch. 200x structure-sensitive properties, for example, yield strength and hardness. The structure-insensitive properties, for example, electrical conductivity, are not discussed in this Section. Processing is a means to develop and control microstructure, for example, hot rolling, quenching, and so forth. In this Section, the role of these factors is described Fig. :2 in both theoretical and practical terms, with particular focus on the role of microstructure. Basis of Material Selection In order to select a material for a particular c o m p o n e n t , the designer m u s t have an intimate Microstructu r e p e a r linterlamellar°f ite a typicalspacing.fUllY2%pearlitiC +ni4%rai tal steel l picralShowingetch. 500xthecharacteristic fine 154/Structure/Property Relationships in Irons and Steels k n o w l e d g e o f w h a t p r o p e r t i e s are r e q u i r e d . C o n s i d e r a t i o n m u s t b e g i v e n to the e n v i r o n m e n t ( c o r r o s i v e , h i g h t e m p e r a t u r e , etc.) a n d h o w the c o m p o n e n t w i l l be f a b r i c a t e d ( w e l d e d , b o l t e d , etc.). O n c e t h e s e p r o p e r t y r e q u i r e m e n t s are est a b l i s h e d the m a t e r i a l s e l e c t i o n p r o c e s s c a n beg i n . S o m e o f the p r o p e r t i e s to b e c o n s i d e r e d are: Mechanical properties Strength Tensile strength (ultimate strength) Yield strength Compressive strength Hardness Toughness Notch toughness Fracture toughness Ductility Total elongation Reduction in area Fatigue resistance Other properties/ characteristics Formability Dmwability Stretchability Bendability Wear resistance Abrasion resistance Galling resistance Sliding wear resistance Adhesive wear resistance Machinability Weldability Table 1 lists m e c h a n i c a l properties of selected s t e e l s in v a r i o u s h e a t - t r e a t e d or c o l d - w o r k e d c o n d i t i o n s . In the s e l e c t i o n p r o c e s s , w h a t is r e q u i r e d for one a p p l i c a t i o n m a y be t o t a l l y i n a p p r o p r i a t e for a n o t h e r a p p l i c a t i o n . For e x a m p l e , steel b e a m s for a r a i l w a y b r i d g e r e q u i r e a t o t a l l y d i f f e r e n t set o f p r o p e r t i e s than the s t e e l r a i l s that are a t t a c h e d to the w o o d e n ties on the b r i d g e deck. In d e s i g n i n g the b r i d g e , the steel m u s t h a v e s u f f i c i e n t s t r e n g t h to w i t h s t a n d s u b s t a n t i a l a p p l i e d l o a d s . In fact, the d e s i g n e r w i l l g e n e r a l l y s e l e c t a s t e e l w i t h h i g h e r s t r e n g t h than a c t u a l l y r e q u i r e d . A l s o , the d e s i g n e r k n o w s that the s t e e l m u s t h a v e f r a c t u r e t o u g h n e s s to r e s i s t the g r o w t h and p r o p a g a t i o n o f c r a c k s a n d m u s t be c a p a b l e o f b e i n g w e l d e d so that s t r u c t u r a l m e m b e r s can be j o i n e d w i t h o u t sacrificing strength and toughness. The steel b r i d g e m u s t a l s o be c o r r o s i o n r e s i s t a n t . T h i s can be p r o v i d e d b y a p r o t e c t i v e l a y e r o f p a i n t . I f p a i n t i n g is not a l l o w e d , s m a l l a m o u n t s o f c e r t a i n a l l o y i n g e l e m e n t s s u c h as c o p p e r and c h r o m i u m can be a d d e d to the s t e e l to i n h i b i t or r e d u c e c o r r o s i o n rates. Thus, the s t e e l s e l e c t e d for the b r i d g e w o u l d be a h i g h - s t r e n g t h l o w - a l l o y ( H S L A ) s t r u c t u r a l s t e e l s u c h as A S T M A 5 7 2 , g r a d e 50 or p o s s i b l y a w e a t h e r i n g s t e e l s u c h as A S T M A 5 8 8 . A t);pical H S L A s t e e l h a s a f e r r i t e p e a r l i t e m i c r o s t r u c t u r e as s e e n in Fig. 1 and is m i c r o a l l o y e d w i t h v a n a d i u m a n d / o r n i o b i u m for s t r e n g t h e n i n g . (Microalloying is a t e r m u s e d to d e s c r i b e the p r o c e s s o f u s i n g s m a l l a d d i t i o n s o f carbonitride forming elements--titanium, vanad i u m , and n i o b i u m - - t o s t r e n g t h e n s t e e l s by g r a i n r e f i n e m e n t and p r e c i p i t a t i o n h a r d e n i n g . ) On the o t h e r hand, the s t e e l r a i l s m u s t h a v e high strength coupled with excellent wear resistance. M o d e m rail s t e e l s c o n s i s t o f a f u l l y p e a r l i tic m i c r o s t r u c t u r e w i t h a fine p e a r l i t e i n t e r l a m e l l a r s p a c i n g , as s h o w n in Fig. 2. P e a r l i t e is u n i q u e b e c a u s e it is a l a m e l l a r c o m p o s i t e c o n s i s t i n g o f 88% soft, d u c t i l e ferrite a n d 12% hard, b r i t t l e c e m e n t i t e (Fe3C). The h a r d c e m e n t i t e p l a t e s provide excellent wear resistance, especially when e m b e d d e d in soft ferrite. P e a r l i t i c s t e e l s h a v e h i g h s t r e n g t h and are f u l l y a d e q u a t e to s u p p o r t h e a v y a x l e l o a d s o f m o d e m l o c o m o t i v e s and f r e i g h t cars. M o s t o f the l o a d is a p p l i e d in c o m pression. Pearlitic steels also have relatively p o o r t o u g h n e s s and c a n n o t g e n e r a l l y w i t h s t a n d i m p a c t l o a d s w i t h o u t f a i l u r e . T h e rail s t e e l c o u l d not m e e t the r e q u i r e m e n t s o f the b r i d g e b u i l d e r , Table I Mechanical properties of selected steels Steel Condition Carbon steel bar(a) 1006 Hot rolled Colddrawn 1008 Hot rolled Colddrawn 1010 Hot rolled Cold drawn 1012 Hot rolled Colddrawn 1015 Hot rolled Cold drawn 1016 Hot rolled Cold dmwn 1017 Hot rolled Cold drawn 1018 Hot rolled Cold drawn 1019 Hot rolled Cold drawn 1020 Hot rolled Cold drawn 1021 Hot rolled Colddrawn 1022 Hot rolled Colddrawn 1023 Hot rolled Cold drawn 1524 Hot rolled Cold drawn 1025 Hot rolled Colddrawn 1026 Hot rolled Colddrawn 1527 Hot rolled Colddmwn 1030 Hot rolled Cold drawn 1035 Hot rolled Colddrawn 1536 Hot rolled COlddrawn 1037 Hot rolled Cold drawn 1038 Hot rolled Colddrawn 1039 Hot rolled Cold drawn 1040 Hot rolled Colddrawn 1541 Hot rolled Cold drawn Annealed, cold drawn 1042 Hot rolled Colddrawn Normalized, cold drawn 1043 Hot rolled Cold drawn Normalized, cold drown 1044 Hot rolled 1045 Hot rolled Colddmwn Annealed, cold drawn 1046 Hot rolled Cold drawn Annealed, cold drawn 1547 Hot rolled Cold drawn Annealed, cold drawn 1548 Hot rolled Colddrawn Annealed, cold drawn Tensile strength MPa ksi Yield strength MPa kd 295 330 305 340 325 365 330 370 345 385 380 420 365 405 400 440 405 455 380 420 420 470 425 475 385 425 510 565 400 440 440 490 515 570 470 525 495 550 570 635 510 565 515 570 545 605 525 585 635 705 650 550 6!5 585 565 625 600 550 565 625 585 585 650 620 650 710 655 660 735 645 165 285 170 285 180 305 185 310 190 325 205 350 200 340 220 370 225 380 205 350 230 395 235 400 215 360 285 475 220 370 240 415 285 485 260 440 270 460 315 535 280 475 285 485 300 510 290 490 350 600 550 305 515 505 310 530 515 305 310 530 505 325 545 515 360 605 585 365 615 540 43 48 44 49 47 53 48 54 50 56 55 61 53 59 58 64 59 66 55 61 61 68 62 69 56 62 74 82 58 64 64 71 75 83 68 76 72 80 83 92 74 82 75 83 79 88 76 85 92 102.5 94 80 89 85 82 91 87 80 82 91 85 85 94 90 94 103 95 96 106.5 93.5 (continued) 24 41 24.5 41.5 26 44 26.5 45 27.5 47 30 51 29 49 32 54 32.5 55 30 51 33 57 34 58 31 52.5 41 69 32 54 35 60 41 70 37.5 64 39.5 67 45.5 77.5 40.5 69 41 70 43.5 74 42 71 51 87 80 44 75 73 45 77 75 44 45 77 73 47 79 75 52 88 85 53 89.5 78.5 Elongation iaS0muma, ReductionHardness, 30 20 30 20 28 20 28 19 28 18 25 18 26 18 25 15 25 15 25 15 24 15 23 15 25 15 20 12 25 15 24 15 18 12 20 12 18 12 16 12 18 12 18 12 16 12 18 12 15 10 10 16 12 12 16 12 12 16 16 12 12 15 12 12 15 10 10 14 10 10 55 45 55 45 50 40 50 40 50 40 50 40 50 40 50 40 50 40 50 40 48 40 47 40 50 40 42 35 50 40 49 40 40 35 42 35 40 35 40 35 40 35 40 35 40 35 40 35 40 30 45 40 35 45 40 35 45 40 40 35 45 40 35 45 30 28 35 33 28 35 86 95 86 95 95 105 95 105 101 111 110 121 105 116 116 126 116 131 l 1l 121 116 131 121 137 111 121 149 163 116 126 126 143 149 163 137 149 143 163 163 187 143 167 149 163 156 179 149 170 187 207 184 163 179 179 163 179 179 163 163 179 170 170 187 179 192 207 187 197 217 192 (a) All values are estimated minimum values; type 1100 series steels are rated on the basis of 0.10% max Si or coarse-grain melting practice; the mechanical properties shown are expected minimums for the sizes ranging from 19 to 31.8 mm (0.75 to 1.25 in.). (b) Most data are for 25 mm (1 in.) diam bar. Source: Ref 1 Structure/Property Relationships in Irons and Steels / 155 Table I (continued) Tensile strength Steel Condition Yield strength MPa ksi MPa ksi Elongation in 50 ram, % 600 670 635 620 690 655 745 675 650 660 675 620 670 615 690 635 705 640 725 650 690 650 770 675 820 690 835 695 770 670 840 695 825 680 380 515 385 540 385 540 395 540 345 385 345 385 425 475 450 495 425 475 570 635 605 675 545 605 650 725 670 745 585 650 585 650 635 705 87 97 92 90 100 95 108 98 94 96 98 90 97 89 100 92 102 93 105 94 1130 94 112 98 119 100 121 100.5 112 97 122 101 120 99 55 75 56 78 56 78 57 78 50 56 50 56 62 69 65 72 62 69 83 92 88 98 79 88 94 105.1 97 108 85 94 85 94 92 102 330 560 530 340 580 550 410 570 355 560 370 485 370 475 380 490 385 495 400 505 380 500 425 515 450 530 460 540 425 510 460 540 455 525 230 400 230 415 230 415 235 415 190 325 190 325 235 400 250 420 235 400 315 530 330 565 300 510 355 605 365 620 325 550 325 550 350 595 48 81.5 77 49.5 84 80 59.5 83 51.5 81 54 70 53.5 69 55 71 56 72 58 73 55 72.5 61.5 75 65.5 77 66.5 78 61.5 74 67 78 66 76 33 58 33.5 60 33.5 60 34 60 27.5 47 27.5 47 34 58 36 61 34 58 45.5 77 48 82 43.5 74 51.5 88 53 90 47 80 47 80 50.5 86 15 10 10 15 10 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 10 10 10 10 10 10 10 10 10 10 10 10 25 10 25 10 25 10 22 10 30 20 30 20 23 15 23 15 23 15 16 12 15 10 16 12 15 10 15 10 15 12 15 12 15 10 Reduction Hardness, ~a area, % HB C a r b o n steel bar(a) (continued) 1049 1050 1552 1055 1060 1064 1065 1070 1074 1078 1080 1084 1085 1086 1090 1095 1211 1212 1213 12L14 1108 1109 11i7 1118 1119 1132 ~1137 1140 1141 1144 1145 1146 1151 Hot rolled Cold drawn Annealed, cold drawn Hot roned Cold da'awn Annealed, cold drawn Hot rolled Annealed, cold drawn Hot rolled Annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized aimealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Spheroidized annealed, cold drawn Hot rolled Colddrawn Hot rolled Cold drawn Hot rolled Cold drawn Hot rolled Cold drawn Hot roUed Colddrawn Hot rolled Cold drawn Hot roned Colddrawn Hot rolled Colddrawn Hot roned Colddrawn Hot roUed Cold drawn Hot roiled Colddrawn Hot rolled Colddrawn Hot roned Colddrawn Hot rolled Colddrawn Hot rolled Colddrawn Hot roUed Cold drawn Hot rolled Colddrawn 35 30 40 35 30 40 30 40 30 40 30 45 30 45 30 45 30 45 30 40 30 40 25 40 25 40 25 40 25 40 25 40 25 40 45 35 45 35 45 35 45 35 50 40 50 40 47 40 47 40 47 40 40 35 35 30 40 35 35 30 35 30 40 35 40 35 35 30 179 197 187 179 197 189 217 193 192 197 201 183 201 183 207 187 212 192 217 192 207 192 229 192 241 192 248 192 229 192 248 197 248 197 121 163 121 167 121 167 121 163 101 121 101 121 121 137 131 143 121 137 167 183 179 197 156 170 187 212 197 217 170 187 170 187 187 207 (continued) (a) All values are estimated minimum values; type 1100 series steels are rated on the basis of 0.10% max Si or coarse-grain melting practice; the mechanical properties shown are expected minimums for the sizes ranging from 19 to 31.8 mm (0.75 to 1.25 in.). (b) Most data are for 25 mm (1 in.) diam bar. Source: Ref 1 and the HSLA structural steel could not meet the requirements of the civil engineer who designed the b r i d g e o r the r a i l s y s t e m . A similar case can be made for the selection of cast irons. A cast machine housing on a large lathe requires a material with adequate strength, r i g i d i t y , a n d d u r a b i l i t y to s u p p o r t t h e a p p l i e d l o a d a n d a c e r t a i n d e g r e e o f d a m p i n g c a p a c i t y in o r d e r to r a p i d l y a t t e n u a t e ( d a m p e n ) v i b r a t i o n s f r o m the r o t a t i n g p a r t s o f t h e l a t h e . T h e c a s t i r o n jaws of a crusher require a material with substantial w e a r r e s i s t a n c e . F o r t h i s a p p l i c a t i o n , a c a s t i n g is r e q u i r e d b e c a u s e w e a r - r e s i s t a n t s t e e l s a r e v e r y d i f f i c u l t to m a c h i n e . F o r the m a c h i n e h o u s i n g , g r a y c a s t i r o n is s e l e c t e d b e c a u s e it is r e l a tively inexpensive, can be easily cast, and has the a b i l i t y to d a m p e n v i b r a t i o n s as a r e s u l t o f t h e g r a p h i t e f l a k e s p r e s e n t in its m i c r o s t r u c t u r e . These flakes are dispersed throughout the ferrite a n d p e a r l i t e m a t r i x ( F i g . 3). T h e g r a p h i t e , b e i n g a m a j o r n o n m e t a l l i c c o n s t i t u e n t in the g r a y i r o n , p r o v i d e s a t o r t u o u s p a t h f o r s o u n d to t r a v e l t h r o u g h t h e m a t e r i a l . W i t h so m a n y f l a k e s , s o u n d w a v e s a r e e a s i l y r e f l e c t e d a n d the s o u n d d a m p ened over a relatively short distance. However, f o r t h e j a w c r u s h e r , d a m p i n g c a p a c i t y is n o t a r e q u i r e m e n t . In this c a s e , a n a l l o y w h i t e c a s t i r o n is s e l e c t e d b e c a u s e o f its h i g h h a r d n e s s a n d w e a r resistance. The white cast iron microstructure s h o w n in F i g . 4 is g r a p h i t e f r e e a n d c o n s i s t s o f m a r t e n s i t e in a m a t r i x o f c e m e n t i t e . B o t h o f t h e s e constituents are very hard and thus provide the r e q u i r e d w e a r r e s i s t a n c e . T h u s , in t h i s e x a m p l e the g r a y c a s t i r o n w o u l d n o t m e e t t h e r e q u i r e ments for the jaws of a crusher and the white cast i r o n w o u l d n o t m e e t the r e q u i r e m e n t s f o r t h e lathe housing. Role of Microstructure In s t e e l s a n d c a s t i r o n s , t h e m i c r o s t r u c t u r a l constituents have the names ferrite, pearlite, b a i n i t e , m a r t e n s i t e , c e m e n t i t e , a n d a u s t e n i t e . In m o s t a l l o t h e r m e t a l l i c s y s t e m s , the c o n s t i t u e n t s a r e n o t n a m e d , b u t a r e s i m p l y r e f e r r e d to b y a G r e e k l e t t e r (ct, 13, Y, e t c . ) d e r i v e d f r o m t h e l o c a tion of the constituent on a phase diagram. Ferr o u s a l l o y c o n s t i t u e n t s , o n the o t h e r h a n d , h a v e b e e n w i d e l y s t u d i e d f o r m o r e t h a n 1 0 0 y e a r s . In the e a r l y d a y s , m a n y o f t h e i n v e s t i g a t o r s w e r e petrographers, mining engineers, and geologists. Because minerals have long been named after t h e i r d i s c o v e r e r o r p l a c e o f o r i g i n , it w a s n a t u r a l to s i m i l a r l y n a m e the c o n s t i t u e n t s in s t e e l s a n d cast irons. It c a n b e s e e n t h a t t h e f o u r e x a m p l e s d e s c r i b e d above have very different microstructures: the structural steel has a ferrite plus pearlite microstructure; the rail steel has a fully pearlitic mic r o s t r u c t u r e ; the m a c h i n e h o u s i n g ( l a t h e ) h a s a ferrite plus pearlite matrix with graphite flakes; and the jaw crusher microstructure contains m a r t e n s i t e a n d c e m e n t i t e . In e a c h c a s e , the m i c r o s t r u c t u r e p l a y s the p r i m a r y r o l e in p r o v i d i n g the properties desired for each application. From t h e s e e x a m p l e s , o n e c a n see h o w m a t e r i a l p r o p e r ties c a n b e t a i l o r e d b y m i c r o s t r u c t u r a l m a n i p u l a tion or alteration. Knowledge about microstruct u r e is t h u s p a r a m o u n t in c o m p o n e n t d e s i g n a n d a l l o y d e v e l o p m e n t . In the p a r a g r a p h s t h a t f o l l o w , e a c h m i c r o s t r u c t u r a l c o n s t i t u e n t is d e s c r i b e d w i t h p a r t i c u l a r r e f e r e n c e to the p r o p e r t i e s t h a t can be developed by appropriate manipulation of the m i c r o s t r u c t u r e t h r o u g h d e f o r m a t i o n ( e . g . , h o t and cold rolling) and heat treatment. Further de- 156 / Structure/Property Relationships in Irons and Steels t a i l s a b o u t these m i c r o s t r u c t u r a l c o n s t i t u e n t s can be f o u n d in R e f 2 to 6. ]'able 1 (continued) Tensile Ferrite A w i d e v a r i e t y o f s t e e l s and c a s t i r o n s f u l l y e x p l o i t the p r o p e r t i e s o f ferrite. H o w e v e r , o n l y a f e w c o m m e r c i a l s t e e l s are c o m p l e t e l y f e r r i t i c . A n e x a m p l e o f the m i c r o s t r u c t u r e o f a f u l l y f e r r i t i c , u l t r a l o w c a r b o n s t e e l is s h o w n in Fig. 5. F e r r i t e is e s s e n t i a l l y a s o l i d s o l u t i o n o f iron c o n t a i n i n g c a r b o n or o n e or m o r e a l l o y i n g elem e n t s s u c h as s i l i c o n , c h r o m i u m , m a n g a n e s e , a n d n i c k e l . T h e r e are t w o t y p e s o f s o l i d solutions: i n t e r s t i t i a l and s u b s t i t u t i o n a l . In an i n t e r stitial solid solution, elements with small atomic d i a m e t e r , for e x a m p l e , c a r b o n and n i t r o g e n , occ u p y s p e c i f i c i n t e r s t i t i a l sites in the b o d y - c e n t e r e d c u b i c (bcc) i r o n c r y s t a l l i n e l a t t i c e . T h e s e sites are e s s e n t i a l l y the o p e n s p a c e s b e t w e e n the l a r g e r iron a t o m s . In a s u b s t i t u t i o n a l s o l i d s o l u tion, e l e m e n t s o f s i m i l a r a t o m i c d i a m e t e r r e p l a c e or s u b s t i t u t e for iron a t o m s . The t w o t y p e s o f s o l i d s o l u t i o n s i m p a r t d i f f e r e n t c h a r a c t e r i s t i c s to ferrite. For e x a m p l e , i n t e r s t i t i a l e l e m e n t s l i k e c a r b o n and n i t r o g e n can e a s i l y d i f f u s e t h r o u g h the o p e n bcc l a t t i c e , w h e r e a s s u b s t i t u t i o n a l elements like manganese and nickel diffuse with g r e a t d i f f i c u l t y . T h e r e f o r e , an i n t e r s t i t i a l s o l i d s o l u t i o n o f iron and c a r b o n r e s p o n d s q u i c k l y during heat t r e a t m e n t , w h e r e a s s u b s t i t u t i o n a l s o l i d s o l u t i o n s b e h a v e s l u g g i s h l y d u r i n g h e a t treatm e n t , s u c h as in h o m o g e n i z a t i o n . A c c o r d i n g to the i r o n - c a r b o n p h a s e d i a g r a m (Fig. 6a), v e r y l i t t l e c a r b o n ( 0 . 0 2 2 % C) can diss o l v e in ferrite (ctFe), e v e n at the e u t e c t o i d t e m p e r a t u r e o f 727 °C ( 1 3 3 0 °F). (The i r o n - c a r b o n p h a s e d i a g r a m i n d i c a t e s the p h a s e r e g i o n s that e x i s t o v e r a w i d e c a r b o n and t e m p e r a t u r e r a n g e . The d i a g r a m r e p r e s e n t s e q u i l i b r i u m c o n d i t i o n s . F i g u r e 6(b) s h o w s an e x p a n d e d i r o n - c a r b o n diag r a m w i t h b o t h the e u t e e t o i d and e u t e c t i c reg i o n s . ) At r o o m t e m p e r a t u r e , the s o l u b i l i t y is an o r d e r o f m a g n i t u d e l e s s ( b e l o w 0 . 0 0 5 % C). H o w ever, e v e n at t h e s e s m a l l a m o u n t s , the a d d i t i o n o f c a r b o n to p u r e iron i n c r e a s e s the r o o m - t e m p e r a ture y i e l d s t r e n g t h o f i r o n by m o r e t h a n five t i m e s , as s e e n in Fig. 7. If the c a r b o n c o n t e n t e x c e e d s the s o l u b i l i t y l i m i t o f 0 . 0 2 2 % , the carbon f o r m s a n o t h e r p h a s e c a l l e d c e m e n t i t e (Fig. 8). C e m e n t i t e is a l s o a c o n s t i t u e n t o f p e a r l i t e , as s e e n in Fig. 9. The r o l e o f c e m e n t i t e and p e a r l i t e on the m e c h a n i c a l p r o p e r t i e s o f s t e e l is d i s c u s s e d below. The i n f l u e n c e o f s o l i d - s o l u t i o n e l e m e n t s on the y i e l d s t r e n g t h o f ferrite is s h o w n in Fig. 10. H e r e one c a n c l e a r l y see the s t r o n g e f f e c t o f c a r b o n on i n c r e a s i n g the s t r e n g t h o f ferrite. N i t r o g e n , a l s o an i n t e r s t i t i a l e l e m e n t , has a s i m i l a r effect. P h o s p h o r u s is also a f e r r i t e s t r e n g t h e n e r . In fact, there are c o m m e r c i a l l y a v a i l a b l e s t e e l s c o n t a i n i n g p h o s p h o r u s (up to 0 . 1 2 % P) for s t r e n g t h e n i n g . T h e s e s t e e l s are the r e p h o s p h o r i z e d s t e e l s ( t y p e 1211 to 1215 series). M e c h a n i c a l p r o p e r t y data for t h e s e s t e e l s can be f o u n d in T a b l e 1. In Fig. 10, the s u b s t i t u t i o n a l s o l i d s o l u t i o n elements of silicon, copper, manganese, molybden u m , n i c k e l , a l u m i n u m , and c h r o m i u m are s h o w n to h a v e far l e s s e f f e c t as ferrite s t r e n g t h e n e r s than the i n t e r s t i t i a l e l e m e n t s . In fact, c h r o m i u m , n i c k e l , and a l u m i n u m in s o l i d s o l u t i o n h a v e very l i t t l e i n f l u e n c e on the s t r e n g t h o f ferrite. In a d d i t i o n to c a r b o n ( a n d o t h e r s o l i d - s o l u t i o n e l e m e n t s ) , the s t r e n g t h o f a f e r r i t i c s t e e l is a l s o Steel Condition Low-alloy steels(b) 1340 Normalized at 870 °C (1600 °F) Annealed at 800 °C (1475 °F) 3140 Normalized at 870 °C (1600 oF) Annealed at 815 °C (1500 °F) 4130 Normalized at 870 °C (1600 °F) Annealed at 865 °C (1585 °F) Water quenched from 855 °C (1575 °F) and tempered at 540 °C (1000 °F) 4140 Normalized at 870 °C (1600 oF) Annealed at 815 °C (1500 °F) Water quenched from 845 °C ( 1550 °F) and tempered at 540 °C (1000 °F) 4150 Normalized at 870 °C ( 1600 °F) Annealed at 830 °C (1525 °F) oil quenched from 830 °C (1525 °F) and tempered at 540 °C (1000 °F) 4320 Normalized at 895 °C (1640 oF) Annealed at 850 °C (1560 °F) 4340 Normalized at 870 °C (1600 oF) Annealed at 810 °C (1490 oF) Oil quenched from 800 °C (1475 °F) and tempered at 540 °C (1000 °F) 4419 Normalized at 955 °C (1750 oF) Annealed at 915 °C (1675 °F) 4620 Normalized at 900 °C (1650 oF) Annealed at 855 °C (1575 oF) 4820 Normalized at 860 °C (1580 oF) Annealed at 815 °C (1500 °F) 5140 Normalized at 870 °C (1600 oF) Annealed at 830 °C (1525 °F) Oil quenched from 845 °C (1550 °F) and tempered at 540 °C (1000 °F) 5150 Normalized at 870 °C (1600 oF) Annealed at 825 °C (1520 oF) Oil quenched from 830 °C (1525 °F) and tempered at 540 °C (1000 °F) 5160 Normalized at 855 °C (1575 oF) Annealed at 815 °C (1495 oF) Oil quenched from 830 °C (1525 °F) and tempered at 540 °C (1000 oF) 6150 Normalized at 870 °C (1600 oF) Annealed at 815 °C (1500 oF) Oil quenched from 845 °C (1550 °F) and tempered at 540 °C (1000 oF) 8620 Normalized at 915 °C 0675 °F) Annealed at 870 °C (1600 oF) 8630 Normalized at 870 °C (1600 oF) Annealed at 845 °C (1550 °F) Water quenched from 845 °C (1550 °F) and tempered at 540 °C (1000 °F) 8650 Normalized at 870 °C (1600) Annealed at 795 °C ( 1465 °F) oil quenched from 800 °C (1475 °F) and tempered at 540 °C ( 1000 °F) 8740 Normalized at 870 °C (1600 oF) Annealed at 815 °C (1500 oF) Oil quenched from 830 °C ( 1525 °F) and tempered at 540 °C (1000 oF) 9255 Normalized at 900 °C ( 1650 oF) Annealed at 845 °C (1550 oF) Oil quenched from 885 °C (1625 °F) and tempered at 540 °C ( 1000 oF) 9310 Normalized at 890 °C (1630 °F) Annealed at 845 °C (1550 oF) Ferritie stainless steels(b) 405 Annealed bar Cold draw n bar 409 Annealed bar 430 Annealed bar Yield Elongatba inSOnma, l~lt~tion Hardm~ % ~aarea, % lib strength MPa ksi strength MPa ksi 834 703 889 690 670 560 1040 121 102 129 100 97 81 151 558 434 600 420 435 460 979 81 63 87 61 63 67 142 22.0 25.5 19.7 24.5 25.5 21.5 18.1 63 57 57 51 59.5 59.6 63.9 248 207 262 197 197 217 302 1020 655 1075 148 95 156 655 915 986 95 60 143 17.7 25.7 15.5 46.8 56,9 56,9 302 197 311 1160 731 1310 168 106 190 731 380 1215 106 55 176 11.7 20.2 13.5 30,8 40,2 47.2 321 197 375 793 580 1282 745 1207 115 84 186 108 175 460 425 862 470 1145 67 62 125 68 166 20.8 29.0 12.2 22.0 14.2 51 58 36.3 50.0 45.9 235 163 363 217 352 515 450 570 510 758 685 793 570 972 75 65 83 74 110 99 115 83 141 350 330 365 370 485 460 470 290 841 51 48 53 54 70 67 68 42 122 32.5 31.2 29.0 31.3 24.0 22.3 22.7 28.6 18.5 69.4 62.8 66.7 60.3 59.2 58.8 59.2 57.3 58.9 143 121 174 149 229 197 229 167 293 869 675 1055 126 98 159 530 360 1000 77 52 145 20.7 22.0 16.4 58.7 43.7 52.9 255 197 311 1025 724 1145 149 105 166 650 275 1005 94 40 146 18.2 17.2 14.5 50.7 30.6 45.7 285 197 341 938 670 1200 136 97 174 615 415 1160 89 60 168 21.8 23.0 14.5 61.0 48.4 48.2 269 197 352 635 540 650 565 931 92 78 94 82 135 360 385 425 370 850 52 56 62 54 123 26.3 31.3 23.5 29.0 18.7 59.7 62.1 53.5 58.9 59.6 183 149 187 156 269 1025 715 1185 149 104 172 690 385 1105 100 56 160 14 22.5 14.5 45.0 46.0 49.1 302 212 352 931 696 1225 135 101 178 605 415 1130 88 60 164 16.0 22.2 16.0 47.9 46.4 53.0 269 201 352 931 779 1130 135 113 164 580 485 924 84 70 134 19.7 21.7 16.7 43.4 41.1 38.3 269 229 321 910 820 132 119 570 450 83 65 18.8 17.3 58.1 42.1 269HRB 241HRB 276 483 240 310 40 70 35 45 30 20 25 30 60 60 150 185 75HRB 155 483 586 450 517 70 85 65 75 (confnued) --65" (a) All values are estimated minimum values; type 1100 series steels are rated on the basis of 0.10% max Si or coarse-grain melting practice; the mechanical properties shown are expected minimums for the sizes ranging from 19 to 31.8 mm (0.75 to 1.25 in.). (b) Most data are for 25 mm (1 in.) diam bar. Source: Ref I Structure/Property Relationships in Irons and Steels / 157 d e t e r m i n e d b y its g r a i n size a c c o r d i n g Hall-Petch relationship: Table 1 (continued) Steel Ccmdition Ferritic stainless steels(b) (continued) 430 (cont'd) Annealed and cold drawn 442 Annealed bar Annealed at 815 °C (1500 °F) and cold worked 446 Annealed bar Annealed at 815 °C (1500 °F) and cold drawn Martensilic stainless steels(b) 403 Annealed bar Tempered bar 410 Oil quenched from 980 °C ( 1800 °F); tempered at 540 °C (1000 °F);.16 nun (0.625 in.) bar Oil quenched from 980 °C (1800 °F); tempered at 40 °C (104 °F); 16 mm (0.625 in.) bar 414 Annealed bar Cold drawn bar Oil quenched from 980 °C (1800 °F); tempered at 650 °C (1200 oF) 420 Annealed bar Annealed and cold drawn 431 Annealed bar Annealed and cold drawn Oil quenched from 980 °C (1800 °F); tempered at 650 °C (1200 oF) Oil quenched from 980 °C (1800 °F); tempered at 40 °C (104 °F) 440C Annealed bar Annealed and cold drawn bar Hardened and tempered at 315 °C (6OO°F) Austenitle stainless steels(b) 201 Annealed 50% hard Full hard Extra hard 202 Annealed bar Annealed sheet 50% hard sheet 301 Annealed 50% hard Full hard 302 Annealed strip 25% hard strip Annealed bar 303 Annealed bar Colddrawn 304 Annealed bar Annealed and cold drawn Cold-drawn high tensile 305 Annealed sheet 308 Annealed bar 309 Annealed bar 310 Annealed sheet Annealed bar 314 Annealed bar 316 Annealed sheet Annealed bar Annealed and cold-drawnbar 317 Annealed sheet Annealed bar 321 Annealed sheet Annealed bar Annealed and cold-drawn bar 330 Annealed sheet Annealed bar 347 Annealed sheet Annealed bar Tensile strength MPa ksi Yield strength MPa ksi Elongation in 50ram, Reduction Hardness, % in area, % HB 586 515 545 85 75 79 483 310 427 70 45 62 20 30 35.5 65 50 79 185 160 92HRC 550 607 80 88 345 462 50 67 25 26 45 64 86HRB 96HRB 515 765 1085 75 111 158 275 585 1005 40 85 146 35 23 13 70 67 70 82HRB 97HRB ... 1525 221 1225 178 15 64 45HRB 795 895 1005 115 130 146 620 795 800 90 115 116 20 15 19 60 58 58 235 270 ... 655 760 860 895 831 95 110 125 130 121 345 690 655 760 738 50 100 95 110 107 25 14 20 15 20 55 40 55 35 64 195 228 260 270 ... 1435 208 1140 166 17 59 45HRC 760 860 1970 110 125 285 450 690 1900 65 100 275 14 7 2 25 20 10 97HRB 260 580 380 760 965 1480 275 310 760 275 655 1330 275 515 240 240 415 235 415 655 260 205 275 310 275 345 290 240 415 275 275 240 240 415 260 290 275 240 55 ll0 140 215 40 45 110 40 95 193 40 75 35 35 60 34 60 95 38 30 40 45 40 50 42 35 60 40 40 35 35 60 38 42 40 35 52 12 8 1 40 40 10 60 54 6 55 12 60 50 40 60 45 25 50 55 45 45 45 45 50 60 45 45 50 45 55 40 40 45 45 50 ... ... ... ... ...... ...... _ 70' 61 ... ... _ 70" 55 53 70 ... ... _ 65' 65 _ 65' 60 _ 70" 65 ... ... _ 65' 60 ... ... _ 65" 87HRB 32HRC 41HRC 43HRC 760 1035 1275 1550 515 655 1030 725 1035 1415 620 860 585 620 690 585 690 860 585 585 655 620 655 689 580 550 620 620 585 620 585 655 550 585 655 620 110 150 185 225 75 95 150 105 150 205 90 125 85 90 100 85 100 125 85 85 95 90 95 100 84 80 90 90 85 90 85 95 80 85 95 90 (continued) ... ... ... 80HRB 25HRC 80HRB 160 228 149 212 275 80HRB 150 83HRB 85HRB 160 180 79HRB 149 190 85HRB 160 80HRB 150 185 ... 80HRB 85HRB 160 (a) All values are estimated minimum values; type 1100 series steels are rated on the basis of 0.10% max Si or coarse-grain melting practice; the mechanical properties shown are expected minimums for the sizes ranging from 19 to 31.8 mm (0.75 to 1.25 in.). (b) Most data are for 25 mm (1 in.) diam bar. Source: Ref 1 Gy = Go + kyd -1/2 to t h e (Eq 1) w h e r e Oy is the y i e l d s t r e n g t h (in M P a ) , ~ o is a c o n s t a n t , ky is a c o n s t a n t , a n d d is t h e g r a i n d i a m e t e r (in m m ) . T h e g r a i n d i a m e t e r is a m e a s u r e m e n t o f s i z e o f the f e r r i t e g r a i n s in the m i c r o s t r u c t u r e , f o r e x a m p l e , n o t e the g r a i n s in the u l t r a l o w c a r b o n s t e e l in F i g . 5. F i g u r e 11 s h o w s t h e H a l l - P e t c h r e l a t i o n s h i p f o r a l o w - c a r b o n f u l l y f e r r i t i c steel. T h i s r e l a t i o n s h i p is e x t r e m e l y i m p o r t a n t f o r u n d e r standing structure-property relationships in steels. Control of grain size through thermomechanical treatment, heat treatment, and/or m i c r o a l l o y i n g is vital to the c o n t r o l o f s t r e n g t h a n d t o u g h n e s s o f m o s t steels. T h e r o l e o f g r a i n s i z e is d i s c u s s e d in m o r e d e t a i l b e l o w . T h e r e is a s i m p l e w a y to s t a b i l i z e f e r r i t e , t h e r e b y e x p a n d i n g the r e g i o n o f f e r r i t e i n t h e iron-carbon phase diagram, namely by the addit i o n o f a l l o y i n g e l e m e n t s s u c h as s i l i c o n , c h r o mium, and molybdenum. These elements are called ferrite stabilizers because they stabilize f e r r i t e at r o o m t e m p e r a t u r e t h r o u g h r e d u c i n g t h e amount of y solid solution (austenite) with the f o r m a t i o n o f w h a t is c a l l e d a y - l o o p a s s e e n at the f a r l e f t in F i g . 12. T h i s i r o n - c h r o m i u m p h a s e d i a gram shows that ferrite exists up above 12% Cr a n d is s t a b l e u p to t h e m e l t i n g p o i n t ( l i q u i d u s temperature). An important fully ferritic family o f s t e e l s is the i r o n - c h r o m i u m f e r r i t i c s t a i n l e s s s t e e l s . T h e s e s t e e l s a r e r e s i s t a n t to c o r r o s i o n , a n d a r e c l a s s i f i e d as t y p e 4 0 5 , 4 0 9 , 4 2 9 , 4 3 0 , 4 3 4 , 436, 439, 442, 444, and 446 stainless steels. T h e s e s t e e l s r a n g e in c h r o m i u m c o n t e n t f r o m 11 to 3 0 % . A d d i t i o n s o f m o l y b d e n u m , s i l i c o n , n i o bium, aluminum, and titanium provide specific properties. Ferritic stainless steels have good d u c t i l i t y ( u p to 3 0 % t o t a l e l o n g a t i o n a n d 6 0 % r e d u c t i o n in a r e a ) a n d f o r m a b i l i t y , b u t l a c k strength at elevated temperatures compared with austenitic stainless steels. Room-temperature y i e l d s t r e n g t h s r a n g e f r o m 1 7 0 to a b o u t 4 4 0 M P a ( 2 5 to 6 4 k s i ) , a n d r o o m - t e m p e r a t u r e t e n s i l e s t r e n g t h s r a n g e f r o m 3 8 0 to a b o u t 5 5 0 M P a (55 to 8 0 ksi). T a b l e 1 lists t h e m e c h a n i c a l p r o p e r t i e s of some of the ferritic stainless steels. Type 409 s t a i n l e s s s t e e l is w i d e l y u s e d f o r a u t o m o t i v e e x haust systems. Type 430 free-machining stainless s t e e l h a s the b e s t m a c h i n a b i l i t y o f all s t a i n l e s s steels other than that of a low-carbon, free-mac h i n i n g m a r t e n s i t i c s t a i n l e s s s t e e l ( t y p e 41.6). Another family of steels utilizing a ferrite stabilizer (y-loop) are the iron-silicon ferritic alloys c o n t a i n i n g u p to a b o u t 6 . 5 % Si ( c a r b o n - f r e e ) . These steels are of commercial importance because they have excellent magnetic permeability and low core loss. High-efficiency motors and transformers are produced from these iron-silicon electrical steels (aluminum can also substit u t e f o r s i l i c o n in t h e m ) . O v e r t h e p a s t 2 0 y e a r s o r so, a n e w b r e e d o f very-low-carbon fully ferritic sheet steels has emerged for applications requiring exceptional f o r m a b i l i t y ( s e e F i g . 5). T h e s e a r e the i n t e r s t i t i a l - f r e e (IF) s t e e l s f o r w h i c h c a r b o n a n d n i t r o g e n a r e r e d u c e d in t h e s t e e l m a k i n g p r o c e s s to very low levels, and any remaining interstitial c a r b o n o r n i t r o g e n is t i e d u p w i t h s m a l l a m o u n t s of alloying elements (e.g., titanium or niobium) that form preferentially carbides and nitrides. 158/Structure/Property Relationships in Irons and Steels Table I (continued) Sted Cand~laa qI~mBe st~ngth MPa k~ Elongation inS0mm, ReductionHardness, % in area, % liB Yield strength MPa I~ Austenite ~ cementite + ferrite Austenilic stainless steels(b) (continued) 347 (eont'd) Annealedandcolddrawnbar 384 Annealed wire 1040 °C (1900 °F) Maraging steels(b) 18Ni(250) Annealed Aged bar 32 mm (1.25 in.) Aged sheet 6 mm (0.25in.) 18Ni(300) Annealed Aged bar 32 mm (1.25 in.) Aged sheet 6 mm (0.25 in.) 18Ni(350) Annealed Aged bar 32 mm (l.25 in.) Aged sheet 6 mm (0.25 in.) pearlite forms. Pearlite is formed by cooling the steel through the eutectoid temperature (the temperature o f 727 °C in Fig. 6) by the following reaction: 690 515 100 75 450 240 65 35 965 1844 1874 1034 2041 2169 1140 2391 2451 140 269 272 150 296 315 165 347 356 655 1784 1832 758 2020 2135 827 2348 2395 95 259 266 110 293 310 120 341 347 40 55 60 72 17 11 8 18 11.6 7.7 18 7.6 3 75 56.5 40.8 72 55.8 35 70 33.8 15.4 212 70HRB 30 HRC 51.8 HRC 50.6HRC 32HRC 54.7 HRC 55.1HRC 35 HRC 58.4 HRC 57.7 HRC (a) All values are estimated minimumvalues; type 1100 series steels ate rated on the basis of 0.10% max Si or coarse-grain melting practice; the mechanical properties shown are expected minimums for the sizes ranging from 19 to 31.8 mm (0.75 to 1.25 in.). (b) Most data are for 25 mm (1 in.) diam bar. Some: Ref 1 The cementite and ferrite form as parallel plates called lamellae (Fig. 13). This is essentially a c o m p o s i t e m i c r o s t r u c t u r e c o n s i s t i n g o f a very hard carbide phase, cementite, and a very soft and ductile ferrite phase. A fully pearlitic microstructure is formed at the eutectoid composition of 0.78% C. As can be seen in Fig. 2 and 13, pearlite forms as colonies where the lamellae are aligned in the s a m e orientation. The properties of fully pearlitic steels are determined by the spacing between the ferrite-cementite lamellae, a dimension called the interlamellar spacing, X, and the colony size. A simple relationship for yield strength has been developed by Heller (Ref 10) as follows: fly = -85.9 + 8.3 (X-t/2) T h e s e steels have very low strength, but are used to produce c o m p o n e n t s that are difficult or impossible to form from other steels. Very-low-carbon, fully ferritic steels (0.001% C) are n o w being m a n u f a c t u r e d for automotive c o m p o n e n t s that harden during the paint-curing cycle. These steels are called bake-hardening steels and have controlled a m o u n t s o f carbon and nitrogen that c o m b i n e with other elements, s u c h as titanium and niobium, during the baking cycle (175 °C, or 350 °F, for 30 min). The process is called aging, and the strength derives from the precipitation o f t i t a n i u m / n i o b i u m carbonitrides at the elevated temperature. Another form of very-low-carbon, fully ferritic steel is motor lamination steel. The carbon is rem o v e d from these steels by a process known as decarburization. The decarburized (carbon-free) ferritic steel has good permeability and sufficiently low core loss (not as low as the iron-silicon alloys) to be used for electric motor lamina- Fig, 3 tions, that is, the stacked steel layers in the rotor and stator o f the motor. As noted previously, a n u m b e r of properties are exploited in fully ferritic steels: • Iron-silicon steels: Exceptional electrical properties • I r o n - c h r o m i u m steels: Good corrosion resis- tance • Interstitial-free steels: Exceptional forma- steels: Strengthens during bility • Bake-hardening ffXl2) (Eq 3) where fly is the 0.2% offset yield strength (in MPa) and X is the interlamellar spacing (in mm). Figure 14 s h o w s Heller's plot of strength versus interlamellar spacing for fully pearlitic eutectoid steels. It has also been s h o w n by Hyzak and Bernstein ( R e f 11) that strength is related to interlamellar spacing, pearlite colony size, and prior-austenite grain size, according to t h e following relationship: paint cure cycle • L a m i n a t i o n s t e e l s : Good electrical properties PearlRe As the carbon content of steel is increased beyond the solubility limit (0.02% C) on the ironcarbon binary phase diagram, a constituent called Microstructure of a gray cast iron with a ferrite-pearlite matrix. Note the graphite flakes dispersed throughout the matrix. 4% picral etch. 320x. Courtesy of A.O. Benscoter, Lehigh University Fig. 4 YS = 52.3 + 2.18 (~-1/2) - 0 . 4 (de-L'2) - 2 . 8 8 (d-1/2)(Eq 4) where YS is the yield strength (in MPa), d e is the pearlite colony size (in mm), and d is the prioraustenite grain size (in mm). From Eq 3 and 4, it can be seen that the steel composition does not have a major influence on the yield strength of a fully pearlitic eutectoid steel. There is s o m e solid- Microstructure of an alloy white cast iron. White constituent is cementite and the darker constituent is martensite with some retained austenite. 4% picral etch. 250x. Courtesy ofA.O. Benscoter, Lehigh University Structure/Property Relationships in Irons and S t e e l s / 1 5 9 steel will typically have a total elongation of more than 50%, whereas a fully pearlitic steel (e.g., type 1080) will typically have a total elongation of about 10% (see Table 1). A low-carbon fully ferritic steel will have a room-temperature Charpy V-notch impact energy of about 200 J (150 f t . lbf), whereas a fully pearlitic steel will have room-temperature impact energy of under 10 J (7 f t . lbf). The transition temperature (i.e., the temperature at which a material changes from ductile fracture to brittle fracture) for a fully pearlitic steel can be approximated from the following relationship (Ref 11): TT = 217.84 - 0.83 (de-1/2) - 2.98(d -1"~) Microstructure of a fully ferritic, ultralow carbon steel. Marshalls etch + HF, 300x. Courtesy of A.O. Benscoter, Lehigh University solution strengthening of the ferrite in the lamellar structure (see Fig. 10). The thickness of the cementite lamellae can also influence the properties of pearlite. Fine cementite lamellae can be deformed, compared with coarse lamellae, which tend to crack during deformation. Although fully pearlitic steels have high strength, high hardness, and good wear resistance, they also have poor ductility and toughness. For example, a low-carbon, fully ferritic 1180 2 I (Eq5) where TT is the transition temperature (in °C). From Eq 5, one can see that both the prioraustenite grain size and pearlite colony size control the transition temperature of a pearlitic steel. Unfortunately, the transition temperature of a fully pearlitic steel is always well above r o o m temperature. This m e a n s that at room temperature the general fracture mode is cleavage, which is associated with brittle fracture. Therefore, fully pearlitic steels should not be used in applications where t o u g h n e s s is important. Also, pearlitic steels with carbon contents slightly or moderately higher than the eutectoid c o m p o s i t i o n (called hypereutectoid steels) have even poorer toughness. From Eq 4 and 5, one can see that for pearlite, strength is controlled by interlamellar spacing, colony size, and prior-austenite grain size, and t o u g h n e s s is controlled by colony size and prior- Fig. 5 1 I austenite grain size. Unfortunately, these three factors are rather difficult to measure. To determ i n e interlamellar spacing, a scanning electron m i c r o s c o p e (SEM), or a t r a n s m i s s i o n electron m i c r o s c o p e (TEM) is needed in order to resolve the spacing, Generally, a magnification of 10,000x is adequate, as seen in Fig. 13. Special statistical procedures have been developed to determine an accurate m e a s u r e m e n t o f the spacing ( R e f 12). The colony size and especially the prior-austenite grain size are very difficult to m e a s u r e and require a skilled metallographer using the light microscope or SEM and special etching procedures. B e c a u s e of poor ductility/toughness, there a r e only a few applications for fully pearlitic steels, including railroad rails and wheels and highstrength wire. By far, the largest tonnage application is for rails. A fully pearlitic rail steel provides excellent wear resistance for r a i l r o a d wheel/rail contact. Rail life is m e a s u r e d in millions of gross tons (MGT) of travel and current rail life easily exceeds 250 MGT. The wear resistance of pearlite arises from the unique morphology of the ferrite-cementite lamellar composite where a hard constituent is embedded into a softductile constituent. This m e a n s that the hard cem e n t i t e plates do not abrade away as easily as the rounded cementite particles found in other steel microstructures, that is, tempered martensite and bainite, which is discussed later. Wear resistance o f a rail steel is directly proportional to hardness. This is s h o w n in Fig. 15, which indicates less weight loss as hardness increases. Also, w e a r resistance (less weight loss) increases as interlamellar spacing decreases, as s h o w n in Fig. 16. 3 I Carbon, at.% 5 I 4 I 6 I 7 8 9 - ~...~ 1154°C 1140 I Fe-C equilibrium (experimental) - - 1100 2.08 ~ Fe-Fe3C equilibrium (experimental) .o"Y "'" 2125 J., ~1,,/8 °C-'~ 2050 211 -- 1975 1060 • .~ 1020 • *' Y -- 1900 -- 1825 (~Fe) 980 auatenite -- 1750 940 ¢D O. E 900 ~ 9 1 2 °C ~ ~0¢F.) 86O 820 AUS tenite + cementite , / " ferrite %~ . 770 °C (Curie temperature) -- 1700 E ,-~ -- 1625 -- 1550 -*°~ .../ -- 1475 780 740 . . . . . . . . . . . . . . . . . . ~-- - ' - ~ I ~ 0.0206 700 / 66O Fe 0.1 ~ 7 0.68 ~, .'°" 738 °C - 1400 -- 1325 - 1250 I 727 °C 0.0218 I 0.2 I 0.3 0.4 0.5 0.6 0.7 0.8 0.9 uo 1.0 Ferrite + cementite I I I I 1.1 1.2 1.3 1.4 I 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 Carbon, wt% Fig. 6 ( a ) Iron-carbon phasediagram showing the austenite (y Fe)and ferrite (ocFe)phase regions and eutectoid composition and temperature. Dotted lines representiron-graphite equilibrium conditions and solid lines representiron-cementite equilibrium conditions. Only the solid lines are important with respect to steels.Source: Ref 2 160/Structure/Property Relationships in Irons and Steels Thus, the m o s t important microstructural parameter for controlling hardness a n d wear resistance is the pearlite interlamellar spacing. Fortunately, interlamellar spacing is easy to control and is d e p e n d e n t solely on transformation temperature. Figure 17 shows a continuous cooling transformation (CCT) d i a g r a m for a typical rail steel. A C C T d i a g r a m is a time versus temperature plot s h o w i n g the regions at which various constituc n t s - - f e r d t e , pearlite, bainite, and m a r t e n s i t e - form during the continuous cooling of a steel component. U s u a l l y several cooling curves are s h o w n with the associated start and finish transformation temperatures of each constituent. T h e s e diagrams should not be confused with isothermal transformation (IT or T T T ) diagrams, which are derived by rapidly q u e n c h i n g very thin s p e c i m e n s to various temperatures, and maintaining that temperature (isothermal) until the specim e n s begin to transform, partially transform, and fully transform, at which time they are quenched to room temperature. An IT d i a g r a m does not represent the transformation behavior in m o s t processes where steel parts are continuously cooled, that is, air cooled, and so forth. As s h o w n in Fig. 17, the p e a d i t e transformation temperature (indicated by the pearlite-start curve, Ps) decreases with increasing cooling rate. The hardness of peaflite increases with decreasing transformation temperature. Thus, in order to provide a rail steel with the h i g h e s t hardness and wear resistance, one m u s t cool the rail from the austenite at the fastest rate possible to obtain the lowest transformation temperature. This is done in practice by a process known as head hardening, which is simply an accelerated cooling process u s i n g forced air or water sprays to achieve the desired cooling rate (Ref 15). Because only the head of the rail contacts the wheel of the railway car and locomotive, only the head requires the higher hardness and wear resistance. A n o t h e r application for a fully pearlitic steel is h i g h - s t r e n g t h wire (e.g., piano wire). Again, the composite m o r p h o l o g y of lamellar ferrite and cementite is exploited, this time during wire drawing. A fully pearlitic steel rod is heat treated by a process k n o w n as patenting. During patenting, 1~M 3270 1~ 3090 Ferrite-Pearlite 2910 1! 2730 GFe 1~ 2550 2370 2190 E i~ 11 2010 lC 1830 E 1470 7 1290 ~ rILE[ -~ 930 4 750 3 570 the rod is transformed at a temperature of about 540 °C (1000 °F) by passing it through a lead or salt bath at this temperature. This develops a microstructure with a very fine pearlite interlamellar spacing because the transformation takes place at the n o s e of the C C T diagram, that is, at the lowest possible pearlite transformation temperature (see Fig. 17). The rod is then cold drawn to wire. B e c a u s e o f the very fine interlamellar spacing, the ferrite and cementite lamellae b e c o m e aligned along the wire axis during the deformation process. Also, the fine ccmentite lamella tend to bend and deform as the wire is elongated during drawing. The resulting wire is one of the strongest commercial products available; for example, a commercial 0.1 m m (0.004 in.) diam wire can have a tensile strength in the range of 3.0 to 3.3 GPa (439 to 485 ksi), and in special cases a tensile strength as h i g h as 4.8 G P a (696 ksi) can be obtained. These wires are used in m u s i c a l instruments because of the sound quality developed from the high tensile stresses applied in stringing a piano and violin and are also used in wire rope cables for suspension bridges. The m o s t c o m m o n structural steels produced have a m i x e d ferrite-pearlite microstructure. Their applications include b e a m s for bridges and high-rise buildings, plates for ships, and reinforcing bars for roadways. These steels are relatively inexpensive and are produced in large tonnages. They also have the advantage o f being able to be produced with a wide range of properties. The microstructure of typical ferrite-pearlite steels is s h o w n in Fig. 18. In m o s t ferrite-pearlite steels, the carbon content and the grain size determine the microstructure and resulting properties. For example, Fig. 19 s h o w s the effect of carbon on tensile and impact properties. The ultimate tensile strength steadily increases with increasing carbon content. This is caused by the increase in the volume fraction o f pearlite in the microstructure, which has a strength m u c h higher than that of ferrite. Thus, increasing the volume fraction o f pearlite has a profound effect on increasing tensile strength. However, as seen in Fig. 19, the yield strength is relatively unaffected by carbon content, rising from about 275 MPa (40 ksi) to about 415 MPa (60 ksi) over the range of carbon content shown. This is because yielding in a ferrite-pearlite steel is controlled by the fcrrite matrix, which is generally considered to be the continuous phase (maO3 "~ 35 I P_~ Fe 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 30 7.0 Carbon, wt% Fig. 6(b) Expanded iron-carbon phase diagram showing both the eutectoid (shown in Fig. 6a) and eutectic regions. Dotted lines represent iron-graphite equilibrium conditions and solid lines represent iron-cementite equilibrium conditions. The solid lines at the eutectic are important to white cast irons and the dotted lines are important to gray cast irons. Source: Ref 2 241 ~: -'~ 25 ~' ..... "N, 103= / 0 o~ o. o 172 10 ~ 0 Fig, 7 0.001 0.002 0.003 Carbon, wt% 0.004 0.005 o 6 Increase in room-temperature yield strength of iron with small additions of carbon. Source: Ref 7 Structure/Property Relationships in Irons and Steels / 161 Fig. 8 Fig. 9 Photomic.rograph of an annealed low-carbon sheet steel with grain-boundary cementite. 2% nital + 4% picral etch. 1000x trix) in the microstructure. Therefore, pearlite plays only a minor role in yielding behavior. From Fig. 19, one can also see that ductility, as represented by reduction in area, steadily decreases with increasing carbon content. A steel with 0.10% C has a reduction in area of about 75%, whereas a steel with 0.70% C has a reduction in area of only 25%. Percent total elongation would show a similar trend, however, with values m u c h less than percent reduction in area. Much work has been done to develop empirical equations for ferrite-pearlite steels that relate strength and t o u g h n e s s to microstructural features, for example, grain size and percent of pearlite as well as composition. One such equation for ferrite-pearlitc steels under 0.25% C is as follows (Ref 16): YS = 53.9 + 32.34 (Mn) + 83.2(Si) + 354.2(Nf) + 17.4(d-U2) (Eq 6) where Mn is the m a n g a n e s e content (%), Si is the silicon content (%), Nf is the free nitrogen content (%), and d is the ferrite grain size (in mm). Equation 6 shows that carbon content (percent pearlite) 4-375 Photomicrograph of pearlite (dark constituent) in a low-carbon steel sheet. 2% nital + 4% picral etch. 1000x pact energy versus test temperature, the shelf energy decreases from about 200 J (150 ft • lbf) for a 0.11% C steel to about 35 J (25 f t . lbf) for a 0.80% C steel. Also, the transition temperature increases from about - 5 0 to 150 °C ( - 6 0 to 300 °F) over this s a m e range o f carbon content. The effect of carbon is due mainly to its effect on the percentage of pearlite in the microstructurc. This is reflected in the regression equation for transition temperature below (Ref 16): has no effect on yield strength, whereas the yield strength in Fig. 19 i n c r e a s e s somewhat with carbon content. According to Eq 6, m a n g a n e s e , silicon, and nitrogen have a pronounced effect on yield strength, as does grain size. However, in most ferrite-pearlite steels nitrogen is quite low (under 0.010%) and thus h a s m i n i m a l effect on yield strength. In addition, as discussed below, nitrogen has a detrimental effect on impact properties. The regression equation for tensile strength for the s a m e steels is as follows (Ref 16): TT = - 1 9 + 44(Si) + 700(N~/2) (F-47) It can be seen in all these relationships that ferrite grain size is an important parameter in i m p r o v i n g both strength and toughness. It can also be seen that while pearlite is beneficial for increasing tensile strength and nitrogen is beneficial for increasing yield strength, both are harmful to toughness. Therefore, m e t h o d s to control the grain size of ferrite-pearlite steels have rapidly evolved over the past 25 years. T h e two m o s t important m e t h o d s to control grain size are controlled rolling and microalloying. In fact, these where TS is the tensile strength (in MPa) and P is pearlite content (%). Thus, in distinction to yield strength, the percentage o f pearlite in the micros t r u c t u r e h a s an i m p o r t a n t e f f e c t on t e n s i l e strength. T o u g h n e s s of ferrite-pearlite steels is also an important consideration in their use. It has long been k n o w n that the absorbed energy in a Charpy V-notch test is decreased by increasing carbon content, as seen in Fig. 20. In this graph of im- I (F_.q8) + 2.2(P) - 11.5 (d -1/2) TS = 294,1 + 27.7(Mn) + 83.2(Si) + 3.9(P) + 7.7(d -lt2) 600 80 C and N 500 +225 Si .--~_m+150 "~ o +75 400 ~ 300 / 80 200 y 0 -75 & - - Ni and AI 20 100 0 0.5 1.0 1.5 2.0 2.5 3.0 Alloy content, wt% 0 Fig, 1 0 Influence of solid-solution elements on the changes in yield stress of low-carbon ferritic steels. Source: Ref 5 Fig. 11 I I I 1 2 3 I I I I I 4 5 6 7 8 Grain diameter (d-l~), mm -1~ Hall-Petch relationship in low-carbon ~mtic steels, souse: Ref 8 I I I I 9 10 11 12 "N. | 162 / Structure/Property Relationships in Irons and Steels Chromium, at.% 0 20OO 10 20 30 40 50 60 70 80 I I I i I I I I 90 100 I 1863 °C 1800 1600 oo 1538 °C 1516 °: ...... 21 1400 - 1394 °C 1200 - ~ ~ (~Fe,Cr) (9 ¢:L E 1000 _ ( ~ F e ) / / _ 1 2 . 7 oc/I oc 8001:-- -.7 I -/ ~nn I Magnetic " ~ • "---- . . . . . Itransformabon./ o.'. . . . . . . . . . . . . . . . . . . 400 i r'1°° I I 0 10 20 30 (I o I, ,, "-.. ".,.. I I I I I 40 50 60 70 80 Fe Fig. 12 "* ". : 475 o C =.." . . . . . . . . . . . . . . . . . . . . . . . . . . . t "'~ 90 Chromium, wt% 100 Cr Iron-chromium phase diagram. Source: Ref 9 methods are used in conjunction to produce strong, tough ferrite-pearlite steels. Controlled rolling is a thermomechanical treatment in which steel plates are rolled below the recrystailization temperature of aastcnite. This process results in elongation of the austenite grains. Upon further rolling and subsequent cooling to room temperature, the austenite-to-ferrite transformation takes place. The ferrite grains are restricted in their growth because of the "pancake" austeaite grain morphology. This produces the fine ferrite grain size required for higher strength and toughness. Microalloying is the term applied to the addition of small amounts of special alloying elements (vanadium, niobium, or titanium) that aid in retarding austenite recrystallization, thus allowing a wide window of rolling temperatures for controlled rolling. Without retarding recrystallization, as in normal hot rolling, the pancaketype grains do not form and a fine grain size cannot be developed. Microalloyed steels are used in a wide variety of high tonnage applications including structural steels for the construction industry (bridges, multistory buildings, etc.), reinforcing bar, pipe for gas transmission, and numerous forging applications. Bainite Like pearlite, bainitc is a composite of ferrite and cementitc. Unlike pearlite, the ferritc has an acicular morphology and the carbides are discrete particles. Because of these morphological differences, bainite has much different property characteristics than pearlite. In general, bainitic steels have high strength coupled with good toughness, whereas pearlitic steels have high strength with poor toughness. Another difference between baiaite and pearlite is the complexity of the bainite morphologies compared with the simple lamellar morphology of pearlite. The morphologies of bainite are still being debated in the literature. For years, since the classic work of Bain and Davenport in the 1930s (Ref 18), there were two classifications of bainite: upper and lower bainite. This nomenclature was derived from the temperature regions at which bainite formed during isothermal (constant temperature) transformation. Upper bainite formed isothermally in the temperature range of 400 to 550 °C (750 to 1020 °F), and lower bainite formed isothermally in the temperature range of 250 to 400 °C (480 to 750 °F). Examples of the microstructure of upper and lower bainite are shown in Fig. 21. One can see that both types of bainite have an acicular morphology, with upper bainite being coarser than lower bainite. The true morphological differences between the microstructures can only be determined by electron microscopy. Transmission electron micrographs of upper and lower baiaite are shown in Fig. 22. In upper bainitc, the iron carbide phase forms at the lath boundaries, whereas in lower bainite, the carbide phase forms on particular crystallographic habit planes within the laths. Because of these differences in morphology, upper and lower bainite have different mechanical properties. Lower bainite, with a fine acicular structure and carbides within the laths, has higher strength and higher toughness than upper bainite with its coarser structure. Because during manufacture most steels undergo continuous cooling rather than isothermal holding, the terms upper and lower baiaite can become confusing because "upper" and "lower" are no longer an adequate description of morphology. Bainite has recently been reclassified by its morphology, not by the temperature range in which it forms (Ref 19). For example, a recent classification of bainite yields three distinct types of morphology. Class 1 (B1): Acicular ferrite associated with intralath (plate) iron carbide, that is, cemcntite (replaces the term "lower bainite") Interlamellar spacing (Sp), nm 300 200 100 I 900 80 60 I f I S . j ¢ ,- O. 8O0 ~ 7oo .~>6OO ~.500 0 400 60 80 100 120 140 Reciprocal root of Interlamellar spacing (Sp-1/2), mm-1/2 Fig. 14 Fig, 13 SEM micrograph of pearlite showing ferrile and cementite lamellae. 4% picral etch. 10, O00x Relationship behveen peadite interlamellar spacing and yield strength for eutectoid steels. Source: Ref I0 Structure/Property Relationships in Irons and Steels/163 1.6 1.6 1.2 1,2 0.8 z 0.8 / o~ o J~ o= /~ o 0 2OO Fig. 15 • i< 0.4 0.4 225 250 275 300 325 Brinell hardness, HB 350 0 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 375 Pearlite spacing, pm Relationship between hardnessand wear resistance(weight loss)for rail steels. Source: Ref 13 Class 2 (B2): Acicular ferrite associated with i n t e r l a t h (plate) particles or films of cementite and/or austenite (replaces the term "upper bainite") • Class 3 (B3): Acicular ferrite associated with a constituent consisting of discrete islands of austenite and/or martensite The bainitic steels have a wide range of mechanical properties depending on the microstructural m o r p h o l o g y and composition; for example, yield strength can range from 450 to 950 MPa (65 to 140 ksi), and tensile strength from 530 to 1200 M P a (75 to 175 ksi). Another aspect of a bainitic steel is that a single composition, I/2Mo-B steel for example, can yield a bainitic microstructure over a wide range o f transformation temperatures. The C C T diagram for this steel is shown in Fig. 23. Note that for this steel the bainite start (Bs) temperature is almost constant at 600 °C (1110 °F). This flat t r a n s f o r m a tion region is important because transformation temperature plays an important role in the development of microstructure. A constant transformation temperature permits the d e v e l o p m e n t of a similar microstructure and properties over a wide range of cooling rates. This has m a n y advantages in the m a n u f a c t u r i n g of bainitic steels and is particularly advantageous in thick sections where a wide range in cooling rates is found from the surface to the center of the part. In designing a bainitic steel with a wide transformation region, it becomes critical that the pearlite and ferrite regions are pushed as far to the right as possible on the C C T diagram; that is, pearlite and ferrite form only at slow cooling rates. Alloying elements such as nickel, chrom i u m , and m o l y b d e n u m (and m a n g a n e s e ) are selected for this purpose. For low-carbon bainitic steels, the relationship between transformation temperature and tensile strength is s h o w n in Fig. 24 (martensite is discussed in the next section). Note the rapid increase in tensile strength as the transformation temperature decreases. For these steels, a regression equation for tensile strength has been developed as follows (Ref 21): Fig. 16 Relationship between pearlite interlamellar spacing and wear resistance (weight loss)for rail steels.Source: Ref 13 ties (for example, 0.003%) has a pronounced effect on retarding the ferrite transformation. Thus, in a boron-containing steel (e.g., l/2Mo + B), the ferrite nose in the C C T diagram is p u s h e d to slower cooling rates. Boron retards the nucleation of ferrite on the austenite grain boundaries and, in doing so, permits bainite to be formed (Fig. 23). W h e n e v e r boron is added to steel, it m u s t be prevented from combining with other elements such as oxygen and nitrogen. Generally, a l u m i n u m and titanium are added first in order to lower the o x y g e n and nitrogen levels o f the steel. E v e n when adequately protected, the effectiven e s s of boron decreases with increasing carbon content and austenite grain size. A t t e m p t s have been made to quantitatively relate the microstructural features o f bainite to mechanical properties. One such relationship is (Ref 22): YS = -194 + 17.4(d -1/2) + 15(nl/4) (Eq 10) where YS is the 0.2% offset yield strength (in MPa), d is the bainite lath size (mean linear inter- cept) (in ram), and n is the n u m b e r o f carbides per m m 2 in the plane of section. With bainitic steels, the lath width of the bainite obeys a Hall-Petch relationship as shown in Fig. 25. The lath size is directly related to the austenite grain size and decreases with decreasing bainite transformation temperature. B e c a u s e of the fine microstructure of bainite, the m e a s u r e m e n t of lath size and carbide density can only be done by SEM or TEM. In low-carbon bainitic steels, type B 2 (upper) bainite has inferior t o u g h n e s s to type B 1 (lower) bainite. In both cases, strength increases as the transition temperature decreases. In type B 2 (upper) bainite, the carbides are m u c h coarser than in type B 1 (lower) bainite and h a v e a tendency to crack and initiate cleavage (brittle) fracture. In type B l bainite, the small carbides h a v e less tendency to fracture. One can lower the transition temperature in type B l bainitic steels by providing a finer austenite grain size through lowertemperature t h e r m o m e c h a n i c a l treatment and grain refinement. Bainitic steels are used in m a n y applications including pressure vessels, b a c k u p rolls, turbine 9oo 700 ? 600 ¢tz E 500 _I o.n,r ~_ 400 300 200 100 T S = 246.4 + 1925(C) + 231(Mn + Cr) + 185(Mo) + 92(W) + 123(Ni) + 62(Cu) + 385(V + 11) (Eq9) In addition to the elements carbon, nickel, chromium, m o l y b d e n u m , vanadium, and so forth, it is well k n o w n that boron in very small quanti- j 0 Fig. 17 .e °Clmln 1 -643 2 - 600 0-545_ 4 - 500 5 - 450 6 400 7 - 352 8 - 300 9 - 253 10 - 225 11 - 1 8 9 12 - 50 I 10 ~ \\1 ~s ~ ~ ( % ~ . 'Bf Ms \ "~ Martensite I I I lO0 Time, s I I 1000 ^ ccT diagram of a typical rail steel (composition: 0.77% C, 0.95% Mn, 0.22% Si, 0.014% P, 0.017% S, 0.10% Cr). Source:Ref 14 164 / Structure/Property Relationships in Irons and Steels (a) (h) Fig. 18 Microstructureof typical ferrite-pearlitestructuralsteelsat two differentcarboncontents.(a)0.10%C. (b)0.25%C. 2% nital + 4% picraletch.200x rotors, die blocks, die-casting molds, nuclear reactor c o m p o n e n t s , and e a r t h m o v i n g equipment. O n e m a j o r advantage of a bainitic steel is that an optimal s t r e n g t h / t o u g h n e s s combination can be produced without e x p e n s i v e heat treatment, for example, q u e n c h i n g and tempering as in martensitic steels. by rapid quenching. Most all the conventional alloying elements in steel promote hardenability. For example, type 4340 steel s h o w n in Fig. 26 has significant levels o f carbon, m a n g a n e s e , nickel, copper, and m o l y b d e n u m to promote hardenability. More details about hardenability can be found in R e f 2. 2O0 (271) Martensite Martensite is essentially a supersaturated solid solution o f carbon in iron. The a m o u n t of carbon in martensite far exceeds that found in solid solution in ferrite. B e c a u s e of this, the normal bodycentered cubic (bcc) lattice is distorted in order to a c c o m m o d a t e the carbon atoms. The distorted lattice b e c o m e s body-centered tetragonal (bet). In plain-carbon and low-alloy steels, this supersaturation is generally produced through very rapid cooling from the austenite phase region (quenching in water, iced-water, brine, icedbrine, oil or aqueous p o l y m e r solutions) to avoid forming ferrite, pearlite, and bainite. Some highly alloyed steels can form martensite upon air cooling (see the discussion o f m a r a g i n g steels later in this section). D e p e n d i n g on carbon content, martensite in its q u e n c h e d state can be very hard and brittle, and, because of this brittleness, martensitic steels are usually tempered to restore s o m e ductility and increase toughness. Reference to a C C T diagram s h o w s that martensite only forms at high cooling rates in plain-carbon and low-alloy steels. A C C T diag r a m for type 4340 is s h o w n in Fig. 26, which indicates that martensite forms at cooling rates exceeding about 1000 °C/rain. Most commercial martensitic steels contain deliberate alloying additions intended to suppress the formation o f other c o n s t i t u e n t s - - t h a t is ferrite, peariite, and b a i n i t e - - d u r i n g continuous cooling. This m e a n s that these constituents form at slower cooling rates, allowing martensite to form at the faster cooling rates, for example, during oil and water quenching. This concept is called hardenability and is essentially the capacity o f a steel to harden The martensite start temperature (Ms) for type 4340 is 300 °C (570 °F). Carbon lowers the M s temperature, as s h o w n in Fig. 27, and alloying elements such as carbon, m a n g a n e s e , chromium, nickel, and m o l y b d e n u m also lower M s temperature. M a n y empirical equations have been developed over the past 50 years relating M s tempera160 Notched impact tests oo / 120 "~ (217) ,~ >:, 120 (163) = ~ 0 ~ e If energy j ~ ," Transitiontemperature 80 8 40 80 (106) ~ (54) ~ ~ '------ o -4O 100 80 ~ ~'~UItimate: ~ ' ~strength I t~ =0= .¢ Yield strength 60 ~ =m 03 Reductionin area 20 - - Smooth tensile testa 0 Fig. 19 ,== CO == 40 0 .cg ~ E e 0 0.1 0.2 0:3 I 0.4 0.5 Carbon,wt% 0.6 0.7 0.8 0.9 Mechanicalpropertiesof ferrite-pearlitesteelsasa functionof carboncontent.Source:Ref2 Structure/Property Relationships in Irons and Steels / 165 Temperature, °F 250 -1 O0 I 0 I 100 I 200 F 300 400 I 0.11%C 150 200 ¢= • 175 125 a= >~ 150 f t~ ¢x 100 g _E 100 / 0.20% C .." ....................... 0.31 YoC __ 0.41%C 060%C."".""" • .- s ~ ~ ",. . . . . . . . ~0.49%C •2 ~~........~ 50 ,.: 0 -100 - 75 oO." ... s ,'°1 • .o.° "~ .." , , .-" " ' . t . . - " .. " --.-'.'. .......... 0.80%C 25 ~'~ • -50 50 0 0 50 100 150 200 250 Temperature, °C Fig. 20 Effect Of carbon content in ferrite-peadite steels on Charpy V-notch transition temperature and shelf energy. Source: Ref 17 ture to composition. O n e recent equation by Andrews (Ref 24) is: M s (°C) = 539 - 423(C) - 30.4(Mn) - 12.1(Cr) - 17.7(Ni) - 7_5(Mo) (Eq 11) With sufficient alloy content, the M s temperature can be below r o o m temperature, which m e a n s that the transformation is incomplete and retained austenite can be present in the steel. The microstructure of martensitic steels can be generally classed as either lath martensite, plate martensite, or mixed lath and plate martensite. In plain carbon steels, this classification is related (a) Fig. 21 to carbon content, as s h o w n in Fig. 27. Lath martensite forms at carbon contents up to about 0.6%, plate martensite is found at carbon contents greater than 1.0%, and a m i x e d martensite microstructure forms for carbon contents between 0.6 and 1.0%. An example of lath martensite is s h o w n in Fig. 28 and plate martensite in Fig. 29. Generally, plate martensite can be distinguished from lath martensite by its plate morphology with a central mid-fib. Also, plate martensite m a y contain n u m e r o u s microcracks, as s h o w n in Fig. 30. These form during transformation when a growing plate impinges on an existing plate. Because of these microcracks, plate martensite is generally avoided in most applica- (b) Microstructure of (a) upper bainite and (b) lower bainite in a Cr-Mo-V rotor steel.2% nital + 4% picral etch. 500x tions. The important microstructural units m e a s ured in lath martensite are lath width and packet size. A packet is a grouping o f laths having a c o m m o n orientation. Plain-carbon and low-alloy martensitic steels are rarely used in the a s - q u e n c h e d state because of poor ductility. To increase ductility, these martensitic steels are tempered (reheated) to a temperature below 650 °C (1200 °F). During tempering, the carbon that is in supersaturated solid solution precipitates on preferred crystallographic planes (usually the octahedral {111} planes) of the martensitic lattice. B e c a u s e of the preferred orientation, the carbides in a tempered martensite have a characteristic a r r a n g e m e n t as seen in Fig. 31. Tempered martensite has similar morphological features to type B) (lower) bainite. However, a distinction can be m a d e in terms o f the orientation differences of the carbide precipitates. This can be seen by comparing type B l bainite in Fig. 22 with tempered martensite in Fig. 31. However, unless the carbide m o r p h o l o g y is observed it is very difficult to distinguish between B] bainite and tempered martensite. The hardness of martensite is determined by its carbon content, as s h o w n in Fig. 32. Martensite attains a m a x i m u m hardness o f 66 H R C at carbon contents of 0.8 to 1.0%. The reason that the hardness does not m o n o t o n i c a l l y increase with carbon is that retained austenite is f o u n d when the carbon content is above about 0.4% (austenite is m u c h softer than martensite). Figure 33 s h o w s the increase in volume percent retained austenite with increasing carbon content. Yield strength also increases with increasing carbon content as seen in Fig. 34. This empirical relationship between the yield strength and carbon content for u n t e m p e r e d low-carbon martensite is (Ref 25): YS (MPa) = 413 + 17.2 x 10P(C1/2) (Eq 12) Lath martensite packet size also has an influence on the yield strength, as s h o w n in Fig. 35. The 166 / Structure/Property Relationships in Irons and Steels (a) Fig, 22 (b) TEM micmgraphs of (a) upper bainite and (b) lower bainite in a Cr-Mo-V rotor steel linear behavior follows a Hall-Petch type relationship of (d-l/2). M o s t martcnsitic steels are used in the tempered condition where the steel is reheated after q u e n c h i n g to a temperature less than the lower critical temperature (Act). Figure 36 s h o w s the decrease in hardness with tempering temperature for a n u m b e r o f carbon levels. Plain-carbon or low-alloy martensitic steels can be tempered in lower or higher temperature ranges, depending on the balance of properties required. Tempering between 150 and 200 °C (300 and 390 °F) will 1 0 0 maintain m u c h of the hardness and strength of the q u e n c h e d martensite and provide a small imp r o v e m e n t in ductility and toughness (Ref 26). This treatment can be used for bearings and gears that are subjected to compression loading. Tempering above 425 °C (796 °F) significantly improves ductility and toughness but at the expense of hardness and strength. The effect of tempering temperature on the tensile properties of a typical oil-quenched low-alloy steel (type 4340) is s h o w n in Fig. 37. These data are for a 13.5 m m (0.53 in.) diam rod quenched in oil. The as- 0 ~ 1800 Ac3 = 930 °C 900 Fs .0o ,oo °o 1!0 1600 ?-- 6oo " - 500 ~'E ~ l I I "l\ ~ \1 I I \ . . . . ~l~""r I I I ~ + -- ~ I I I X I I I II quenched rod has a hardness of 601 HB. Note that by tempering at 650 °C (1200 °F), the hardn e s s (see x-axis) decreased to 293 HB; or to less than half the a s - q u e n c h e d hardness. The tensile strength has decreased from 1960 MPa (285 ksi) at a 200 °C (400 °F) tempering temperature to 965 M P a (141 ksi) at a 650 °C (1200 °F) tempering temperature. However, the ductility, represented by total elongation and reduction in area, increases dramatically. The tempering process can be retarded by the addition of certain alloying elements such as vanadium, m o l y b d e n u m , m a n g a n e s e , c h r o m i u m , and silicon. Also, for tempering, temperature is m u c h more important than time at temperature. Temper embrittlement is possible during the t e m p e r i n g of alloy and low-alloy steels. This embrittlement occurs when quenched-and-tempered steels are heated in, or slow cooled through the 340 to 565 °C (650 to 1050 °F) temperature range. Embrittlement occurs when the embrittling elements, antimony, tin, and phosphorus, concentrate at the austenite grain boundaries and create intergranular segregation that leads to intergranular fracture. T h e element m o l y b d e n u m -1800 1200 "'"q'e ~-. 1050 200 ~ ~ ~ ' ~ 400 " 100 900 200 0 10 Seconds I 102 ' ' ' ' I 103 ' ' 10 1 Minutes 104 ~ ' ' I ' ' ~I 102 I ' 1 Time 32 105 103 .== ¢/) i.~ 750 600 450 I ' ' I ' I 4 10 30 Hours Fig. 23 A CCT diagram of a I/2Mo-B steel. Composition: 0.093% C, 0.70% Mn, 0.36% Si, 0.51% Mo, 0.0054% B. Austenitized at Ac 3 + 30 °C for 12 rain. Bs, bainite start; Bo bainite finish; Fs, ferrite start; Fo ferrite finish. Numbers in circles indicate hardness (HV) after cooling to room temperature. Source: Ref 20 ~1 eel==, Martensites Bainites I I I I 3OO 4OO 500 600 Ferrite + peadite ', ~* "/45 ~'~ ~-'- i 7OO i 1- 8O0 Transformation temperature, °C Fig. 2 4 Relationship between transformation temperature and tensile strength of ferrite-pearlite, bainitic, and martensitic steels. Source: Ref 5 Structure/Property Relationships in Irons and Steels / 167 t~ IL / 900 to 750 ~ " QII) 600 1600 870 1400 760 1200 650 1000 540 ~ o 800 425 E 600 315 400 205 • • ° 450 15 Fig. 25 20 25 Grain size (d-1/2), mm-1/2 g Relationship between bainite lath width (grain size) and yield strength. Source: Ref 5 E has been shown to be beneficial in preventing temper embrittlement. The large variation in mechanical properties o f q u e n c h e d - a n d - t e m p e r e d martensitic steels provides the structural designer with a large n u m b e r of property combinations• Data, like that shown in Fig. 37, are available in the Section "Carbon and Alloy Steels" in this Handbook as well as Volume 1 of the ASM Handbook and the ASM Specialty Handbook: Carbon and Alloy Steels. Hardnesses of q u e n c h e d - a n d - t e m p e r e d steels can be estimated by a m e t h o d established by Grange et al. (Ref 27). The general equation for hardness is: HV = HV C + AHVMn + AHVp + AHVsi + AHVNi + AHVcr + AHVMo + AHVv (Eq 13) where HV is the estimated hardness value (Vickers). In order to use this relationship, one m u s t determine the hardness value of carbon (HVc) from Fig. 38. For example, if one a s s u m e s that a tempering temperature of 540 °C (1000 °F) is used and the carbon content of the steel is 0.2% C, the HV c value after tempering will be 180 HV. Second, the effect o f each alloying e l e m e n t m u s t be determined from a figure such as Fig. 39. This graph represents a tempering temperature of 540 °C (1000 °F). Graphs representing other tempering temperatures can be found in R e f 27. To illustrate the u s e of the Grange et al. method, the s a m e type 4340 steel s h o w n in Fig. 37 is used. The composition of the steel is 0.41% C, 0.67% Mn, 0.023% P, 0.018% S, 0.26% Si, 1.77% Ni, 0.78% Cr, and 0.26% Mo. A s s u m i n g a 540 °C (1000 °F) tempering temperature, the estimated h a r d n e s s value for carbon is 210 HV. From Fig. 38, the hardness values for each of the other alloying elements are: 1 Carbon Manganese Phosphorus Silicon Nickel Chromium Molybdenum Total hardness Ccetent, % Hardaess,HV 0.41 0.67 0.023 0.26 1.77 0.78 0.26 210 38 7 15 12 43 55 5 2 10 20 50 100 200 500 Cooling timel s Fig, 26 The CCT diagram for type 4340 steel austenitized at 845 °C (I 550 °F). Source: Ref 23 e x a m p l e s of hardness conversion tables for steels, which can be found in the Section "Glossary of Terms and Engineering Data" in this Handbook), a Brinell hardness of 363 HB equates to a Vickers hardness of 383 HV. The calculated value of 380 HV (in the table above) is very close to the actual m e a s u r e d value of 383 HV. Thus, this m e t h o d can be used to estimate a specific hardness value after a q u e n c h i n g - a n d - t e m pering heat treatment for a low-alloy steel. Also, as a rough approximation, the derived Brinell h a r d n e s s value can be used to estimate tensile strength by the following equation (calculated from A S T M E 140 conversion table): TS (MPa) = - 42.3 +3.6 HB (Eq 14) For the above example, a type 4340 quenchedand-tempered (540 °C, or 1000 °F) steel with a calculated hardness of 363 HB would have an estimated tensile strength f r o m Eq 14 of 1265 M P a (183 ksi). F r o m Table 1, this m e a s u r e d tensile strength of a type 4340 q u e n c h e d - a n d - t e m pered (540 °C, or 1000 °F) steel is 1255 M P a (182 ksi). It is seen that q u e n c h e d - a n d - t e m p e r e d martensitic steels provide a wide range of properties. The design engineer can c h o o s e from a large n u m b e r of plain-carbon and low-alloy steels. In .8o 1600 870 ~o cff Element 1400 650 1200 540 lOOO =d ii o 425 ~""~.,,~ 800 Q_ E 315 ~o 205 400 95 380 l%~: ~ Lath .... ......... ?~Mixea / , ~ ~:,: Plate D20 According to Fig. 37, the hardness value after tempering at 540 °C (1000 °F) was 363 HB (see Brinell hardness values along x-axis). F r o m the A S T M E 140 conversion table (included in the 95 1000 200 0 0.2 0.4 0.6 0.6 1.0 Carbon, wt% Fig. 27 Effect of carbon content on M s temperature in steels. Source: Ref 6 1.2 1.4 0 1.6 ff 168 / Structure/Property Relationships in Irons and Steels Fig. 28 Microstructure of a typical lath martensite. 4% picral + HCI. 200x addition to this large list of steels, there are two other commercially important categories o f fully martensitic steels, namely, martensitic stainless steels and m a r a g i n g steels. Like the ferritic stainless steels, martensitic stainless steels (e.g., type 403, 410, 414, 416, 420, 422, 431, and 440) are h i g h - c h r o m i u m iron alloys (12 to 18% Cr), but with deliberate additions of carbon (0.12 to 1.2% C). T h e s e steels use carbon in order to stabilize austenite in ironc h r o m i u m alloys (Fig. 12). The expanded region of austenite is called the y-loop. In the Fe-Cr phase diagram (without C), the y-loop e x t e n d s to about 12% Cr (see Fig. 12). With carbon additions, austenite can exist up to 25% Cr. T h e s e steels can be heat treated m u c h like those of the low-alloy steels. However, martensitic stainless steels, with s u c h high c h r o m i u m contents, can form martensite on air cooling, even in thick sections. Martensitic stainless steels are considered Fig. 30 Fig. 29 Microstructure of a typical plate martensite. 4% picral + HCI. 1000x h i g h - s t r e n g t h stainless steels because they can be treated to achieve a yield strength between 550 MPa (80 ksi) and 1725 MPa (250 ksi), as seen in Table 1. On the other hand, ferritic stainless steels, which do not contain carbon, are not considered h i g h - s t r e n g t h steels because their yield strength range is only 170 to 450 MPa (25 to 64 ksi). B e c a u s e of their high strength and hardness, coupled with corrosion resistance, martensitic stainless steels are used for knives and other applications requiring a cutting edge as well as s o m e tool steel applications (for example, molds for producing plastic parts). Maraging steels are a separate class of martensitic steels and are considered ultrahigh-strength steels with yield strength levels as high as 2500 MPa (360 ksi), as seen in Table 1. In addition to extremely high strength, the maraging steels have excellent ductility and toughness. These very-low carbon steels contain 17.5 to 18% Ni, Microcracks formed in plate martensite. 4% picral + HCl/sodium metabisulfite etch. 1000x Fig. 31 8.5 to 12.5% Co, 4 to 5% Mo, 0.20 to 1.8% Ti, and 0,10 to 0.15% A1. Because of the high alloy content, especially the cobalt addition, they are very expensive. Their high strength is developed by austenitizing at 850 °C (1560 °F), followed by air cooling to r o o m temperature to form lath martensite. However, the martensitic constituent in m a r a g i n g steels is relatively s o f t - - 2 8 to 35 H R C - - w h i c h is an advantage because the component can be m a c h i n e d to final form directly upon cooling. The final stage o f strengthening is through an aging process, carried out at 480 °C (900 °F) for 3 h. During aging, the hardness increases to about 51 to 58 HRC depending on the grade o f m a r a g i n g steel. The aging treatment promotes the precipitation of a rodlike intermetallic c o m p o u n d Ni3Mo. These precipitates can only be observed at high magnification (e.g., by TEM). The precipitates strengthen the surrounding matrix as they form during aging. Full hardening Ttransmission electron micrograph showing carbide morphology in tempered martensite Structure/Property Relationships in Irons and Steels / 169 L 900 65 800 >o 700 > "I- 6o ot~ -.r of 600 ¢= ~ so 500 t~ "1- •->¢ =o 100 "~ 75 8 40 300 30 o ] M s temperature 500 100 Lath marten ' l i t e , ' ~ ~ relative volh°/° - - - ~ ~ t~ 03 ~"~1..........~ ~ / 0 J I 0.2 0.4 I I I 0.6 0.8 1.0 Carbon, wt% .t 0.4 40 1.2 o p- Retained 7, vol% I I I 1.2 1.6 ~ 0.8 Carbon, wt% I Fig. 33 Effectof carbon content on the volume percent of retained austenite (7) in as-quenched martensite. Source: Ref 4 Fig. 3 2 Effect of carbon content on the hardness of martensite. Source: Ref4 can be developed, even in very thick sections. Maraging steels are used for die-casting molds and aluminum hot-forging dies as well as numerous aircraft and missile components. Austenite Austenite does not exist at room temperature in plain-carbon and low-alloy steels, other than as small amounts of retained austenite that did not transform during rapid cooling. However, in certain high-alloy steels, such as the austenitic stainless steels and Hadfield austenitic manganese steel, austenite is the microstructure. In these steels, sufficient quantifies of alloying elements that stabilize austenite at room temperature are present (e.g., manganese and nickel). The crystal structure of austenite is face-centered cubic (fee) as compared to ferrite, which has a (bcc) lattice. A fcc alloy has certain desirable characteristics; for example, it has low-temperature toughness, excellent weldability, and is nonmagnetic. Because of their high alloy content, austenitic steels are usually corrosion resistant. Disadvantages are their expense (because of the 260 < 20 1o 0 100 -- 25 20 200 E 3OO E 400 700 alloying elements), their susceptibility to stresscorrosion cracking (certain austenitic steels), their relatively low yield strength, and the fact that they cannot be strengthened other than by cold working, interstitial solid-solution strengthening, or precipitation hardening. The austenitic stainless steels (e.g., type 301, 302, 303, 304, 305,308, 309, 310, 314, 316, 317, 321, 330, 347, 348, and 384) generally contain from 6 to 22% Ni to stabilize the austenite at room temperature. They also contain other alloying elements, such as chromium (16 to 26%) for corrosion resistance, and smaller amounts of manganese and molybdenum. The widely used type 304 stainless steel contains 18 to 20% Cr and 8 to 10.5% Ni and is also called 18-8 stainless steel. From Table 1, the yield strength of annealed type 304 stainless steel is 290 MPa (40 ksi), with a tensile strength of about 580 MPa (84 ksi). However, both yield and tensile strength can be substantially increased by cold working as shown in Fig. 40 (see Table 1). However, the increase in strength is offset by a substantial decrease in ductility, for example, from about 55% 2 i 1200 4 i elongation in the annealed condition to about 25% elongation after cold working. Some austenitic stainless steels (type 200, 201, 202, and 205) employ interstitial solid-solution strengthening with nitrogen addition. Austenite, like ferrite, can be strengthened by interstitial elements such as carbon and nitrogen. However, carbon is usually excluded because of the deleterious effect associated with precipitation of chromium carbides on austenite grain boundaries (a process called sensitization). These chromium carbides deplete the grain-boundary regions of chromium, and the denuded boundaries are extremely susceptible to corrosion. Such steels can be desensitized by heating to high temperature to dissolve the carbides and place the chromium back into solution in the austenite. Nitrogen, on the other hand, is soluble in austenite and is added for strengthening. To prevent nitrogen from forming deleterious nitrides, manganese is added to lower the activity of nitrogen in the austenite, as well as to stabilize the austenite. For example, type 201 stainless steel has composition ranges of 5.5 to 7.5% Mn, 16 to 18% Cr, ASTM grain size 8 10 i i 6 = 12 = 120 a. oo-~,~11700 E ,50 J~- "o 220 t300 o,° "~ 140 ~. 100 o 60 o-o~ 600 "~ t oo Y I 800 80 "o so 0 "~ -lltOO 180 I I 0.10 0.20 0.30 Carbon content, wt% ~ -r., 400 ~ . ~ I 0 0.40 Fig. 3 4 Relationshipbetween carbon content and the yield strengthof martensite.Source: Ref 4 ~ 40 2 4 6 8 10 12 14 o 16 Lath martensite packet size (d-1/2), mm -1/2 Fig. 3 5 Relationship between lath martensite packet size (dl and yield strength of Fe-0.2%C (upper line) and Fe-Mn (lower line) martensites. Source: Ref 2 170 / Structure/Property Relationships in Irons and Steels Tempering temperature,°F 200 70 400 600 1000 1200 555 300 (2070) 1400 477 Hardness, HB 415 363 50 ~ ~ ~ ~ \ 250 (172o) 0 ,0,,o ~-o.~c % I1. ~ o N Tensilestrength 200 '\ - N N N (13oo) - - 'Yield' point J:: = 0=00=0; o} ~= "lm 40 ~ ~ 0.10"0. ~20 ~/oC ~ NiX ~ 100 (690) I I 200 I I I 300 400 500 600 Tempering temperature, °C \ Fig. 37 I 700 6O Elongation ' i ~ ' 800 1 0 0 0 1200 600 tic, these steels can be work hardened to provide higher hardness and wear resistance. A workhardened Hadfield manganese steel has excellent resistance to abrasive wear under heavy loading. Because of this characteristic, these steels are ideal for jaw crushers and other crushing and grinding components in the mining industry. Also, Hadfield manganese steels have long been used for railway frogs (components used at the junction point of two railroad lines). Ferrite-Cementite When plain-carbon steels are heated to temperatures just below the lower critical tempera- 900 As-quenched 800 !i 5ILl Effect of tempering temperature on the mechanical properties of type 4340 steel. Source: Ref 2 Decreasein the hardnessof martensitewith temperingtemperaturefor various carbon contents.Source: Ref 2 3.5 to 5.5% Ni, and 0.25% N. The other type 2xx series of steels contain from 0.25 to 0.40% N. Another important austenitic steel is austenitic manganese steel. Developed by Sir Robert Hadfield in the late 1890s, these steels remain austenitic after water quenching and have considerable strength and toughness. A typical Hadfield manganese steel will contain 10 to 14% Mn, 0.95 to 1.4% C, and 0.3 to 1% Si. Solution annealing is necessary to suppress the formation of iron carbides. The carbon must be in solid solution to stabilize the austenite. When completely austeni- ture (Ac]), the process of spheroidization takes place. Figure 41 shows a fully spheroidized steel microstructure. The microstructure before spheroidization is pearlite. During spheroidization, the cementite lamellae of the pearlite must change morphology to form spheroids. The process is controlled by the diffusion rate of carbon and portions of the lamellae must "pinch-off" (dissolve) and that dissolved carbon must diffuse to form a spheroid from the remaining portions of lamellae. This process takes several hours. Spheroidization takes place in less time when the starting microstructure is martensite or tempered martensite. In this process, the spheroidized carbides are formed by growth of carbides formed during tempering. A fully spheroidized structure leads to improved machinability. A steel in its fully sphe- 65 As-quenched / hardiness " ~ - / / I / 0= ~0~°F I 400°F 8O °° ], / ..,° /b'/'' "f" z ~ " l " - ~.c. "O / 70 = n- 600 °F..,@ ,6 50 =" > "1- 60 ~ 50 ~ 4o ~ o 3o il 300 --~ (200) (320) (430) (540) (650) Tempering temperature, °F(°C) As100 quenched 400 70 4O 400 10 " t~ - - Reductionin area 20 '= ¢5 150 (1030) 30 Fig. 36 293 \ 60 n-° 800 • -. ; ; ~ o ~ 800 °F"°" ~,,,,, ~o- I 45 40 ~ .E ~.,,,~ ~ , - , 1000OF.o" 30 j • Mo e• •tw .S/ p !° Cr o Si 20 200 ~....,~1200 °F=o= 1300 °F 100 0.2 0.4 0.6 I 0.8 lO 1.0 0 0.02 Carbon, % Fig. 38 Relationship between hardness of tempered martensite with carbon content at various tempering temperatures.Source: Ref 2 j 0.04 o.o6 0.1 0.2 0.4 0.6 f 1 2 Element content, % Fig. 39 E ~ of alloying elementson the retardationor softeningduring tempering at 540 °C (1000 °F) relative to ironcarbon alloys. Source:Ref 2 Strudure/Property Relationships in Irons and Steels / 171 1200 0 / ~+, , + , . . + .,yff/S+~ ++ z9 O,o,:" Q ~ - *o " / f 100o -- Tensile/~stStrength -- / "x s~t" ~, ~ •~, o+u t z , .o0. o DO °%0 v # = ",-,~', . . :':,~, - ,,~. = o o- ~ o o ~© o ~ mo = 600 / I / ' . • rength (0.2*/.offset) O . .++ ~200 ~~ 0 Fig. 40 0 10 20 30 40 Cold work. % • ~ 40 =m o [] 20 ~ 50 o,,o o +° ," ~. t) • o o " +' (/)1 (7 * . , ~ ,,,,. ~ ====, I=, .',,a ¢'~'~ oo o oo v . ,0 I= ~F' = ,~,=p " OC~ 06 0 " "o. o 0+,o+ .o .~l..~,,o.: ~>/2 + .~.,o,'-." • , ~:~ ,e-~a ~, ~" 0,//~,,.. ,,o 2+ :+" ' • ~, .= . . . . ."1 ". ~ == % ~ + ^+L ~+)1 .. oOo..~:" 0~"o o:.- "'+,~" +o~"~'~ ~o'+<3c . oo ,,? a : - - , £ . 0v++o . ¢ ~',,*" o o ~' 60 °e:+ Influence of cold work on mechanical properties of type 304 stainlesssteel.Source:Ref 4 roidized state is in its softest possible condition. Some steels, such as type 1020, are spheroidized before cold forming into tubing because spheroidized steels have excellent formability. Ordinary low-carbon, cold-rolled, and annealed sheet steels have ferritic microstructures with a small amount of grain-boundary cementite, as shown in Fig. 8. These carbides nucleate and grow on the ferrite grain boundaries during the annealing process, which takes place in the lower portion of the intercritieal temperature region (i.e,, the region between the A 3 and A 1 temperatures shown in the iron-carbon diagram, Fig. 6). Many modern-day automotive sheet steels are produced with very low carbon levels to avoid these grain-boundary carbides because they degrade formability. Ferrite-Martensite A relatively new family of steels called dualphase steels consists of a microstracture of about Fig, 41 e" ooV+ '~ d'-" o~;~, + " \ Microstructureof a fullyspheroidizedsteel.4 % picraletch.1000x 15 to 20% martensite in a matrix of ferrite. The microstructure of a typical dual-phase steel is shown in Fig. 42. In most plain-carbon and lowalloy steels, the presence of martensite in the microstructure is normally avoided because of the deleterious effect that martensite has on ductility and toughness. However, when the martensite is embedded in a matrix of ferrite, it imparts desirable characteristics. One desirable characteristic is that dual-phase steels do not exhibit a yield point. Figure 43 compares the stress-strain behavior of four steels: plain carbon, SAE 950X, and SAE 980X, which exhibit a yield point with the fourth, a dual-phase steel (GM 980X). This means that the cosmetically unappealing Ltiders bands that form during the discontinuous yielding (i.e., yield point) are absent in a dual-phase steel. Also note in Fig. 43 that the dual-phase steel has much more elongation than the SAE 980X of similar tensile strength. These characteristics are especially important in formability. A unique characteristic of a ferrite-martensite dual-phase steel is its substantial work hardening capacity. This allows the steel to strengthen while being deformed. By proper design of the stamping dies, this behavior can be exploited to produce a high-strength component. Most conventional high-strength steels have limited formability because their high strength is developed prior to the forming process. FerriteoAustenite High-alloy steels having approximately equal proportions of fcc austenite and bcc ferrite, with ferrite comprising the matrix, are referred to as duplex stainless steels. The microstructure of a typical duplex stainless steel is shown in Fig. 44. Although the exact amount of each phase is a function of composition and heat treatment, most alloys are designed to contain about equal amounts of each phase in the annealed condition. 100 ~" (552)(690)80~ ~v / 40 038) 0 Fig. 43 Microstructureof a typical dual-phasesteel.2% nital etch. 250x ........ 60 t" ~ J ~ (414) ~ (276) / Fig. 42 / 0 / SAE 950X ~',1'IGM 980X' ~'~ Plainc a / ~ n ~ I 10 20 30 40 Strain in two-inch gage length, % Comparisonof the stress-strainc u r v e s of three discontinuouslyyielding sheetsteels(plain carloon,5AE 950X, and SAE980X) and a dual-phasesteel(GM 980X). in addition to the differences in yielding behavior, note the higher percentageof uniform elongation in the dual-phase steel compared with the conventional SAE 980X of similar tensilestrength.Source:Ref 2 172 / Structure/Property Relationships in Irons and Steels The duplex structure results in i m p r o v e d stresscorrosion cracking resistance, c o m p a r e d with austenitic stainless steels, and i m p r o v e d toughn e s s and ductility, compared with the ferritic stainless steels. Duplex stainless steels are capable of tensile yield strengths ranging f r o m 400 to 550 MPa (60 to 80 ksi) in the annealed condition, which is approximately twice the strength of either phase alone. The principal alloying e l e m e n t s in duplex stainless steels are c h r o m i u m and nickel, but nitrogen, m o l y b d e n u m , copper, silicon, and tungsten m a y be added to control structural balance and to impart certain corrosion-resistance characteristics. Four commercial groups o f duplex stainless steels, listed in order o f increasing corrosion resistance, are: Fe-23Cr-4Ni-0.1N • Fe-22Cr-5.5Ni-3Mo-0.15N • Fe-25Cr-5Ni-2.5Mo-0.17N-Cu • Fe-25Cr-7Ni-3.5Mo-0.25N-W-Cu Fig. 44 B e c a u s e o f their excellent corrosion resistance, ferrite-austenite duplex stainless steels have found widespread use in a range o f industries, particularly the oil and gas, petrochemical, pulp and paper, and pollution control industries. They are c o m m o n l y used in aqueous, chloride-containing e n v i r o n m e n t s and as r e p l a c e m e n t s for austenitic stainless steels that have suffered stress-corrosion cracking or pitting during service. Graphite W h e n carbon contents o f iron-carbon alloys exceed about 2%, there is a tendency for graphite to form (see Fe-C diagram in Fig. 6b). This is especially true in gray cast iron in w h i c h graphite flakes are a p r e d o m i n a n t microstructural feature (Fig. 3). Gray cast iron has been used for centuries because it melts at a lower temperature than steel and is easy to cast into various shapes. Also, the graphite flakes impart good machinability, acting as chip breakers, and they also provide excellent d a m p i n g capacity. D a m p i n g capacity is important in m a c h i n e s that are subject to vibration. However, gray cast iron is limited to applications that do not require t o u g h n e s s or ductility, for example, total elongation o f less than 1%. The flake m o r p h o l o g y of the graphite provides for easy crack propagation under applied stress. Gray cast irons usually contain 2.5 to 4% C, 1 to 3% Si, and 0.1 to 1.2% Mn. T h e graphite flakes can be p r e s e n t in five different morpholoType A Microstructure of a typical mill-annealed duplex stainless steel plate showing elongated austenite islands in the ferrite matrix. Etched in 15 mL HCI in 100 mL ethyl alcohol. 200x gies as seen in Fig. 45. Type A, because o f its r a n d o m orientation and distribution, is preferred in m a n y applications, for example, cylinders of internal combustion engines. The matrix of a typical gray cast iron is usually pearlite. However, ferrite-pearlite or martensitic microstructures can be developed by special heat treatments. As a structural material, gray cast iron is selected for its high compressive strength, which ranges from 572 to 1293 MPa (83 to 188 ksi), although tensile strengths of gray iron range only from 152 to 431 MPa (22 to 63 ksi). Gray cast irons are used in a wide variety of applications, including automotive cylinder blocks, cylinder heads and brake drums, ingot molds, m a c h i n e h o u s i n g s , pipe, pipe fittings, manifolds, compressors, and pumps. A n o t h e r form of graphite in cast iron is spheroidal graphite found in ductile cast irons (also called nodular cast irons). The microstructure of a typical ductile cast iron is shown in Fig. 46. This form of graphite is produced by a process called inoculation, in which a m a g n e s i u m or cerium alloy is thrust into molten cast iron immediately prior to the casting operation. T h e s e elements form intermetallic c o m p o u n d s that act as a nucleating surface for graphite. With a spherical morphology, the graphite no longer renders the cast iron brittle as do graphite flakes in gray cast iron. Ductile irons have m u c h higher ductility and toughness than gray iron and thus expand the use of this type of ferrous alloy. M o s t ductile iron castings are used in the as-cast form. However, heat treatment can be employed to al- Type B ter the matrix microstructure to obtain desired properties. The matrix can be fully ferritic, fully pearlitic, fully martensitic, or fully bainitie, depending on composition and heat treatment. The yield strength o f typical ductile cast irons ranges from 276 to 621 MPa (46 to 76 ksi), and their tensile strengths range from 414 to 827 MPa (60 to 120 ksi). Total elongation ranges from about 3 to 18%. Heat treated, austempered ductile irons have yield strengths ranging from 505 to 950 MPa (80 to 138 ksi), tensile strengths ranging from 860 to 1200 MPa (125 to 174 ksi), and total elongations ranging from 1 to 10%. Uses for duetile iron include gears, crankshafts, paper-mill dryer rolls, valve and p u m p bodies, steering knuckles, rocker arms, and various machine components. Cementite A m a j o r microstructural constituent in white cast iron is cementite. The microstructure of a typical white cast iron is s h o w n in Fig. 47. The cementite f o r m s by a eutectic reaction during solidification: T h e e u t e c t i c c o n s t i t u e n t in w h i t e cast iron is called ledeburite and has a two-phase morphology shown as the smaller particles in the white matrix in Fig. 48. The eutectic is s h o w n in the Fe-C Type D Type C ./T.¢,i! / ,'~..,,~,,, i:t" ~,~.<.'.,..~ .~ ,,. --'~,1 Uniform distribution, random orientation Fig. 45 E I/ / ; [_,~'~" 72,: • Type .~>..' • ,/ (Eq 15) Liquid ~-~ Cementite + Austeuite '~. ' ~.: • Rosette grouping, random orientation Classificationof different graphite flake morphology Superimposed flake size, random orientation Interdendritic segregation, random orientation Interdendritie segregation, preferred orientation Structure/Property Relationships in Irons and Steels / 173 Fig, 46 Microstructure of a typical ductile (nodular) cast iron showing graphite in the form of spheroids. 2% nital etch. 200x. Courtesy of A.O. Benscoter, Lehigh University Fig, 47 Microstructure of a typical white cast iron. 4% picral etch. 100x. Courtesy of A.O. Benscoter, Lehigh University binary diagram in Fig. 6(b). The austenite in the eutectic (as well as the austenite in the primary phase) transforms to pearlite, ferrite-pearlite, or martensite, depending on cooling rate and composition. Because of the high percentages of cementite, white cast irons are used in applications requiring excellent wear and abrasion resistance. These irons contain high levels of silicon, chromium, nickel, and molybdenum and are termed alloy cast irons. Such applications include steel mill rolls, grinding mills, and jaw crushers for the mining industry. Hardness is the primary mechanical property of white cast iron and ranges from 321 to 400 HB for pearlitic white iron and 400 to 800 HB for alloy (martensitic) white irons. REFERENCES 1. P.D. Harvey, Ed., Engineering Properties of Steel, American Society for Metals, 1982 2. G. Krauss, Principles of the Heat Treatment of Steel, American Society for Metals, 1980 3. R.W.K. Honeycombe, Steels--Microstructure and Properties, American Society for Metals, 1982 4. W.C. Leslie, The Physical Metallurgy of Steels, McGraw-Hill, 1981 5. F.B. Picketing, Physical Metallurgy and the Design of Steels, Applied Science, 1978 6. G. Krauss, Microstruetures, Processing, and Properties of Steels, Properties and Selection: Irons, Steels, and High-Performance Alloys, Vol 1, ASM Handbook, 1990, p 126 7. E.C. Bain and H.W. Paxton, Alloying Elements in Steel, 2nd ed., American Society for Metals, 1961, p 62 8. Microalloying 75, Conference Proceedings (Washington, D.C., Oct 1975), Union Carbide Corp., 1977, p 5 9. T.B. Massalski, J.L. Murray, L.H. Bennett, and H. Baker, Ed., Binary Alloy Phase Diagrams, Vol 1, American Society for Metals, 1986, p 822 10. W. Haller, 1L Schweitzer, and L. Weber, Can. Metall. Q., Vol 21 (No. 1), 1982, p 3 11. J.M. Hyzak and I.M. Bernstein, Metall. Trans. A, Vol 7A, 1976, p 1217 Fig. 48 Microstructure of the eutectic constituent ledebutite in a typical white cast iron. 4% picral etch. 500x. Courtesy of A.O. Benscoter, Lehigh University 12. G.E Vander Voort and A. Ro6sz, Metallography, Vo117 (No. 1), 1984, p 1 13. H. Iehinose et al., paper 1.3, Proc. First Int. Heavy Hauls Railway Conf., Association of American Railroads, 1978, p 1 14. G.E Vander Voort, Ed.,Atlas of Time-Temperature Diagrams for Irons and Steels, ASM International, 1991, p 570 15. B.L. Bramfitt, Proc. 32nd Mechanical Working and Steel Processing Conference, Vol 28, ISS-AIME, 1990, p 485 16. F.B. Picketing, Towards Improved Toughness and Ductility, Climax Molybdenum Co., 1971, p 9 17. G.J. Roe and B.L. Bramfitt, Notch Toughness of Steels, Properties and Selection: Irons, Steels, and High-Performance Alloys, Vol 1, ASM Handbook, ASM International, 1990, p 739 18. E.C. Bain, The Sorby Centennial Symposium on the History of Metallurgy, TMS-AIME, 1963, p 121 19. B.L. Bramfitt and J.G. Spoer, MetalL Trans. A, Vol 21A, 1990, p 817 20. G.E Vander Voort, Ed., Atlas of Time-Temperature Diagrams for Irons and Steels, ASM International, 1991, p 249 21. W. Steven and A.G. Haynes, J. Iron Steel Inst., Vol 183, 1956, p 349 22. R.W.K. Honeycombe and F.B. Pickering, Metall. Trans. A, Vol 3A, 1972, p 1099 23. G.E Vander Voort, Ed., Atlas of~me-Temperature Diagrams for Irons and Steels, ASM Intgrantional, 1991, p 544 24. K.W. Andrews, J. Iron Steel Inst., Vol 203, 1965, p 271 25. G.R. Speich and H. Warlimont, J. Iron Steel Inst., Vol 206, 1968, p 385 26. G. Kranss, Z Iron Steel Inst. Jpn., Int., Vol 35 (No. 4), 1995, p 349 27. R.A. Grange, C.R. Hrihal, and C.F. Porter, Metall. Trans. A, Vol 8A, 1977, p 1775