INVESTIGATIONS AND OF ANELASTICITY THE STRENGTH OF GIASS by ALI SUPHI ARGON B.S., Purdue University (1952) S.M., Massachusetts Institute of Technology (1953) SUBMITTED OF THE IN PARTIAL FULFILLMENT REQUIREMENTS DEGREE OF FOR DOCTOR THE OF SCIENCE at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY Signature of Author.. . .. w....W*V. .................... Department of Mechanical EJineering, May 14, 1956 Certified by................................................... Thesis Supervisor Accepted by .... ............ Cha rman, Departmental Co '1/ ttee on Graduate Studentd "Investigations of the Strength and Anelasticity of Glass" by Ali Suphi Argon Submitted to the Department of Mechanical Engineering on May 14, 1956 in partial fulfillment of the requirements for the degree of Doctor of Science. ABSTRACT By use of the Hertz ball indentation method, the strength of glass is found to be form one to nearly two orders of magnitude higher than those observable in large specimens by conventional testing methods. This is due to the very small areas subjected to high stress. The method is very useful in evaluating the quality of glass surfaces, and comparing different surface treatments. It can also give some qualitative information about the distibution of Griffith cracks on the surface. The anelasticity of a pyrex glass is studied by its elastic creep at various temperatures. The low temperature viscosities are evaluated and are found to be of the order of poises around 2000 C. By a step by step thawing of the recoverable delayed elastic strain put into the specimen by prior creep at an elevated temperature, the activation energy spectrum for the deformation process is obtained. The peek of the spectrum is around 48,000 calories per mole. 1019 A differential refractometer for the direct measurement of residual stress on tempered glass is described, and its potentialities in the field of photoelastic stress analysis are indicated. Thesis Supervisor: Dr. Egon Orowan Title: George Westinghouse Professor of Mechanical Engineering Massachusetts Institute of Technology Cambridge, Massachusetts May 14, 1956 Professor J. Keenan Chairman, Department Committee on the Graduate School Department of Mechanical Engineering Massachusetts Institute of Technology Cambridge, Massachusetts Dear Sir: In partial fulfillment of the requirements for the degree of Doctor of Sceience, I hereby submit a thesis entitled "Investigations of the Strength and Anelesticity of Glass". Sincerely, Ali Suphi Argon TABLE OF CONTENTS PART I CHAPTER I. II. III. IV. PAGE INTRODUCTION. . . . . . . .. . . . . . . . . . General Testing Procedure . . . . . & . . . 0 0 . . . . . . . . . . . . . . . . . 11 . . . . . . . . . . 11 . . 0 . . . . . . . . 12 . . . . . . . . . . . 17 . . . 0 . . . . . 0 . 17 Chemically Polished Glasses . . . . . . . . . . . 32 . . . . . . 0 . . . . 0 . 0 56 0 . 0 . . 0 0 . . . 0 . 57 . . . 0 57 . . . . 60 . . . . PREVIOUS RELATED STUDIES . . DESCRIPTION OF APPARATUS . EXPERIMENTAL RESULTS . . Drawn Sheet Glass Plate Glasses . . . . . . Special Glasses . . Position of Fracture V. DISCUSSION OF RESULTS . . . . . . 0.. The Size Effect of the Fract ure Position of Fracture VI. CONCLUSIONS . . . . . . . . Strength 0 . 0 . 0 . . . . . . * . 7 iii PART II CHAPTER VII. PAGE INTRODUCTION . . . The Problem. . . . . . . . . . . . . . . . Definition of Terms Used . PREVIOUS REIATED STUDIES Early Studies . . .. . . . . . . .. . . . . . *.... Statement of Organization. VIII. . . . . . ... .. . ......... . . . . . . . . . . 66 . . . 66 . . . . 68 . . . 69 71 . . . . . Description of the Liquid State of Glass . . . . . . . 71 73 Recent Theoretical and Experimental Studies of the Elastic After Effect and Internal . . . . . . . . . . . . . . . . . Damping IX. THEORETICAL TREATNENT OF THE ELASTIC AFTER EFFECT Time Laws . . . . . . . . . . . . . . . . . 76 . . 79 . . 79 Determination of the Activation Spectrum from the ........... Creep Curves Directly Recovery Creep X. . 0 DESCRIPTION OF THE APPARATUS The Creep Apparatus .. .* . .. .. . 88 .. . .. 91 .. .. .. . .. . . .. .. . . . . . .. 92 . 92 CHAPTER PAGE . . 92 . . 92 . . . 97 . . . 97 Method of Preparation of Specimens . . . . 97 Inspection and Measurement of Specimens . 99 Requirements . . . . . . . . . . . . . Design Information . . . . . . . . . . . . Calibration of the Torsion Spring The Specimens XI. . EXPERIMENTAL RESULTS . . . . . . . . . . . . . . . . . . . . . . . 104 . . . . . . . . . 104 . . . . 106 Determination of the Activation Energy Spectrum . 111 . . . . General Description of Tests Effect of Temperature on the Deformation XII. DISCUSSION OF RESULTS . . . . ..... . . .0 The Temperature Dependence Tests Activation Energy Spectrum XII I. CONCLUSIONS . . . . . . PART XIV. . . . . . . . . . . . . . A * . . . . 116 . 116 . . . . . . 117 . . . . . . 121 III DIFFERENTIAL REFRACTOMETER (STRESS METER) . . * . 1 2 124 CHAPTER PAGE The Problem . . . . . . . . . . . * . . . . . 123 Statement of the Problem . . . . . . . . 123 . . . . . . . . 124 Definition of terms Used . . . . . . . . 124 Theory . . . . . . . . 124 Importance of the Problem Fundamental Theory . . . XV. . NETHOD OF PROCEDURE . . . . . . . 127 . . . . . . . . . . . . . . . Critical Angle Refractometers 127 . . . . . . . . Differential Refractometer . XVI. DESIGN DETAILS OF THE STRESS NETER Refracting Prism The Telescope . . . . . . . . . Procedure of Calibration XVIII. . . . . . . . . 136 . . . . . . . . 136 138 CALIBRATION OF THE STRESS METER . Accuracy 130 . ....... Other Optical Parts XVII. 123 . . . . . . . . . . . CONCLUSI01S . . . . . . . . . . . . BIBLIOGRAPHY . . . . . . . . . . L . . . . . . . . . . . . . . 138 . . . . . . . . 139 139 142 144 146 vi PAGE CHAPTER APPENDIX I APPENDIX II . . . . . . . . . . . . . . . . . . . . . . . *............ . . . . ... . . . . . . . . . ...... . .a . . 150 152 OF FIGURES TABLE FIGURE PAGE . 1. Monotron Hardness Tester 2. Cross section of the optical table 3. - 20. . ... . . . . . 8 ....... . .. Fracture Histograms of Various Glasses . . . .. .. . . . . 9 . 13-16 . 18-31 21. Change in the Mean Strength across the Path of a Polishing wheel 22 43. - 42. . . . . . . .... ........ . 33 ...... . Fracture Histograms of Chemically Polished Glasses . . . 34-54 Frequency of Fracture at a Distance Away from the Edge of the Contact Circle . . . . . . . . . ............ 55 44. Increase in Strength with Decreasing Indenter Diameter 45. Theoretical Likelihood of Fracture as a function of position 46. The Three Components of Deformation 47. Radial Distribution in Vitreous Silica 48. Abrupt Change in Property due to Rapid increase in Relaxation Time 49. . . . . . .. . . .. . . . . 59 61 . . . . . . . . . . . 67 . . . . . . . . . . . 70 . . . . . . . . . . . . .. . . . 75 Free Energy Diagrams for an Ion in a Virgin Structure and a Stressed Structure 76 .. .. .. . . .. . . ..... . 50. Schematic View of the Creep Device 51. Recording System 52. Side View of the Creep Apparatus 53. Filament Drawing Device in Compressed Position 54. . . . . . . . . . . . . 96 .......... .*.......... 93 . . *. 98 . . . 100 Filament Drawing Device in Extended Condition . . . . . . . . 100 . . . . . . . . . . . . . . viii PAGE FIGURE 101 55. Tubu2ar Torsion Creep Specimens . . . . . . . . . . . .. 56. Photomicrograph of Typical Specimen . . . . . . . . * 57. Contribution to the Angle of Twist of the End of the Specimen 103 58. Delayed Elastic Creep at Various Temperatures 107 59. Variation of Viscosity with Temperature . . . . . . . . . 108 . Step by Step Recovery of a Pre Strained Specimen 61. Activation Energy Spectrum of Pyrex Glass . . . . . . 62. The "Eating Function" 63. A partially Used Up Spectrum of Activation Energies . 64. Refracting Prism of a Refractometer . . . . . . . . .0 . *. . . . . 112 60. . 101 . . . S. . . . . . . . .0 115 119 . . . . .0 0 .0 119 128 . . . .0 65. The Abbe Refract~meter . 129 66. A Cross Section and a Side View on the Stress Meter 131 . . . . . . . . . . . . . 132 67. Stress bands in the Field of View of the Stress Meter 135 68. Refracting Prism of the Differential Refractometer 128 69. Calibration Set Up of Stress Meter . 140 70. Calibration Curve of the Stress Meter . . . . . . 141 71. Indentation Histogram 72. Variation of the Radial Tensile Stress at Various Depths 73. Locus of Zero Radial Stress . 0 0 0 0 0 . . . . . . . 0 . 0 . . . . . 0 . 0 0 . 0 * . * . . 151 0 .* . . . . 153 154 GENERAL ORGANIZATION OF THE THESIS This thesis comprises three parts. The main body consists of two sets of investigations treating the subjects of surface strength, and anelasticity and viscous properties of glasses. The third part of the thesis is on the design of a differential refractometer (stress-meter) for the determination of the residual surface stress on tempered glass. These three subjects will be treated in the order introduced above. i PART SURFACE STRENGTH I OF GIASS CHAPTER I INTRODUCTION The low strength of glass is generally ascribed to the presence of Griffith cracks. The experimental determination of the strength of glass thus entails a large number of observations to get a statistically valid result. In most of such experiments and in the majority of cases in practice, however, fracture is caused not by Griffith cracks on the surface but from the more severe edge cracks resulting from the diamond scratch which is necessary for cutting. To determine the true strength of glass one must therefore, carry out tests in such a way that the cut edges are not under stress. There are a number of different methods of accomplishing this. The one most suitable for plate glass, however, is the ball indentation method. In view of the fact that it is also possible to test very small areas by this method by using increasingly smaller balls, a very qualitative picture of the distribution of the Griffith cracks can be obtained. The method is also useful in evaluation of various surface treatments. CHAPTER I. PREVIOUS II REIATED STUDIES The elastic problem of two spheres in contact was solved by Hertz Auerbach was the first one who experimentally verified Hertz's solution, and attempted to use the indentation method as a tool for determining material properties. Among other things Auerbach observed that the fracture stress was quite variable with one particular indenter, and the fracture stress increased in general for indenters with small radii, (Auerbach carried out his experiments by impressing lenses of known radii onto plate glass). He also observed that cracks never formed at the radius of contact where the Hertz solution predicts the highest surface stress, but on the average they formed on circles with 19% larger radii. More recently Powell and Preston experimented on a large number of different glasses with various surface treatments, and found that the fracture stresses for some of their specimens were only at the most one order of magnitude smaller than the estimated theoretical strength. The above investigators also observed an increase in strength after etching (1)Hertz, H., Gesammelte Werke, vol. 1, p. 155 (2) Auerbach, F., An Ph. Chem., vol. 53, p. 1000 (3)Powell, H. E., F. W. Preston, J. Am. Cer. Soc., vol. 28, pp. 145-49 5 the surface with dilute hdro-fluoric acid. Several other investigators observed slight increases in strength when the test was carried our under oil, and decreases of strength when the tests were carried out on a wet surface. II. DESCRIPTION OF THE STRESS FIELD When a sphere and semi infinite solid of the same material are in contact and pressed together with a load P, the stresses in the semi infinite solid are given in cylindrical coordinates as follows:-,4 - + *[zg. ? Jr-%t1j- (2) +F t[I4( (7Jjy~l4 323 L4%( T4+(47 4 ik2-Wit (/+Huber, H., Ann. der Physik, vol. 14, p. 153 (3) ( (4) where, pt = 3P / 27a 2 a = radius at the contact circle P = applied compressive load u =(r 2 + z2 a2 r + z a2 + 4 a2 ) Of these stresses the only one of importance is the radial tensile stress. Since fracture starts from the free surface, the radial stress on the surface would be the logical parameter to be correlated with each fracture Thus for z = 0 the significant radial stress is simplified z2r r- (5 (5) It is to be noted here that P now refers to the magnitude of the compressive load. In reality fracture results from a Griffith crack the root of which lies below the surface. CHAPTER DESCRIPTION III OF APPARATUS The experiments were performed on a converted Shore Monotron Hardness tester which can be seen in Fig. 1. In place of the standard lever arm of the above tester, a worm and wheel drive was installed for more uniform loading. Furthermore the loading table was replaced by an "optical table", permitting observation of the area under load at all times through a microscope. When fracture took place the diameter of the crack circle could be read directly by means of a pre-calibrated reticule inserted at the back focal plane. The tests were carried out in the following manner: the head of the instrument containing the load indicator was lowered until contact was established between the indenter and the glass plate. Illumination at a grazing incidence to the top of the glass showed the area of contact as a bright spot in a dark field. As loading commenced the bright area of contact grew until suddenly a circumferential fracture appeared in the field enveloping the contact circle. The crecks start concentrically around the area of contact, and fan into the glass, away from the indenter. After penetrating the plate for a certain distance the cracks stop, tracing out a truncated cone shaped piece of glass, joined to the parent plate along its base. The magnification of the microscope was 80 times, and proved to be sufficient for all the indenters. Fig. 2 shows a cross 41A %#A. Fig. 1 MonotrQn Hardness Tester Gloss Microscope indenter Optical table Fig. 2 Cross section of the optical table%1 =ARM== 10 section of the "optical table". CHAPTER EXPERIMENTAL IV I. GENERAL TESTING RESULTS PROCEDURE The specimens were flat pieces of glass cut to 4 x 4 or 6 x 6 inch size. Their thickness varried from 7/32"1 for sheet glass to 1/2"1 for plate glass, the majority being around 1/4" and 3/8" thick. For thinner pieces of glass bending stresses may become appreciable which may not only cause erroniously high Hertz stresses, but in extreme cases also fracture, starting from the other side. The majority of the different glasses were supplied by Pittsburgh Plate Glass Co. Every possible precaution was taken by the suppliers in packing, shipment and storage og glasses to preserve the surface in the best possible condition. Aside from this protection from mechanical injury, however, so special pains were taken to eliminate natural atmospheric attack. Plates were indented only on one side from fear that the other side may have been damaged from contact and pressure from repeated indentations. Whenever it was feasible, one hundred indentations were made on each plate. Occasionally the size othe plate or the peculiarity of the particular test did not permit this many indentations. 641- 56k 481 40 - 32- 24 161- I 0 0 0 rf) I 0 0 o ' FRACTURE F~.3 a 0 *C STRESS, SZ)/sfrisofior 04 "',. /E16 fve 00 0m 0 Kg/ mma Sheet ~/E~S kI'7q~ 641- 561- 48 V uJ 0 z w 0 40 32- LA- 0 z u u- 2416 8- r-"FhA -N o0 tp) 0 'T ~ 0 in FRACTURE pI~. Cl4 SS 0 %D oo0 tl CD STRESS, 0 (n 0 Kg/ mm1 &'/p~nfA Ztr~donfrue y I 0 -1 0 0 o N ( iJ O 641 561- 481- 401- 32F 24- o _ o K) 9 o - f 0 0 t 0 M FRACTURE STRESS, S-Irt 05 h Dl ot;o n iide#ikr, Svtr/we eleheol rY1A111 0 O 0 Kg/ mmz WY /0r1r 0?t 64 FRACTURE 1+ 14d-o Kg/mmt STRESS i A I,//& Z/*ll' / ft SusyIace efchAed/ w 01 A%/ Atflo. /;l / !Pop11F. At 16 The results are presented as frequency plots of the fracture stresses. Althpugh this method of presentation is the most convenient it does not tell anything about the position of fracture in relation to the contact circle.(* Several plots of considerably greater complexity were tried to incorporate this parameter into the results. Since there is no simple way of evaluating the distance of fracture data to furnish an idea about the crack distribution function, the greater pains required for preparation of these plots was considered not to be worthwhile for only the most general gain of qualitative information. Nevertheless, one of these plots is included in Appendix I as an item of interest. The indenters which were used in these tests were 1/16", 1/8", and 3/16" diameter ball bearing balls. II. DRAWN SHEET GIASS Indentations were performed on 7/32" sheet glass with two indenters only, due to the fact that the large ball often required a load in excess of the capacity of the load gauge of the Monotron. The results are shown in Figs. 3 and 4. A set of experiments in which the surface was progressively etched away with dilute hydro-fluoric acid was also performed, (see Figs. 5 and 6). The frequency plots show that on the average sheet glass is very (*)The position of fracture is important in the sense that it conveys some qualitative idea about the characteristics of the crack distribution function. 17 strong, with a good part of the distribution curve lying above the 100 Kg/mm 2 mark. A significant drop in the mean strength for the 1/8"D indenter can be seen in Fig. 4. This could mean that the larger cracks are scarce, and that the distance between them is of the order of the contact circle of the larger ball. A more striking result, however, is the drastic shift of the mean strength and the small standard deviation for the hydro-fluoric acid etched sheets. A comparison of the etched and unetched sheets shows that the acid has attacked preferentially the larger cracks and has inactivated them by changing their geometry in such a way as to reduce the high stress concentration factor. III. PLATE GLASSES The results with the 3/8" and 1/211 plate glasses indicate that they are considerably weaker than sheet glass. The rise in strength with smaller indenters is also not as marked as in sheet glass meaning that the crack distribution is more uniform and the concentration is denser. No etching experiments were carried out with these glasses. Figs. 7-12 present the results of these tests. IV. SPECIAL GLASSES A phosphate glass, a plate of fused silica, and some #7740 pyrex glass 64 56 48 40 32 24 16 S x 0 re) 0 V o 0 FRACTURE -7 /ig .Z7 /.'7de Ser 4 Z) 0 0 co 00 ao STRESS, 2)sisr;6ui1,o, o 0 4 0 rn 0 '2 0 ut) Kg/ mm2 0/ // C;/0 ss w r/hP 64 56 48 o40 z 0 LJ 32 U- 0 24 a~ 16 8 0 0 - 0 00 1, r4 0 00 FRACTURE & ~ ~ ~ ~ NHk /2" 0 to u 000 - STRESS, /r 0 0 ro 00 9 Kg/ m m ~~~?Z .l.Weg4Drlano >. /a'e N "Pt ass 64 561 481- 401 32 1 24[- 16 K - cuI o IT o U') o to o 00 C- STRESS, FRACTURE F&9' 0 3-/reillus fri6~,A, w/A, J/ 4 P o Kg/ mm 3A 4b%"r P/4e ;/0ss 64 5u- 48 40 32 24- Ka -- 00o o'J 00 to -1--k-, I 0 0> 0 FRACTURE 7Th. o~ 3' n ill w/4 0 0) (D STRESS, me 0 0 Kg/ mm1 tyo 2 e? e aass 64 56 48 40 32 24 16 - 0 N 00 re) It 00 In 0 OD- to STRESS, FRACTURE /1. Sirtengfi, iAl#4 0 Kg/ mm" D/ 4d //s 00 M Z). /oalen-/er 56 48 w 0400 o 32u- 0 240 z o 16 u- 8 0 N 000 ro v 0f 0 0 (0 FRACTURE .SreepfIb3, kri/A 0 r 0 M STRESS, 0 0 O 0 . 00 N r) 0 0 V Kg/ mm ej4 )/"D. /adeder /. P4 $1ass 0 it 641. 56F 481- o 40 0 0 32' z w 0 24 z w w 16 U. 8 F I - 1 o 1, 1 0 0 ro * 1 00 in FRACTURE St. 3.5respf/h 1 ( -J, 0 I - 0 STRESS, -- A- 00 0 0 , A 0 a 0 - a N a 0 -a 00o ro 9 to Kg/ mmZ G;'s~o'' ~sh / /ss 641 56L 48L 401. 321 241 I6 8 0 K I - - - CMJ I .--A- to 0l 0 0 000 c, Ln FRACTURE 14 Srengyf /d STRESS isfi.abb 0 0*1 , of 0 0 Kg/mwo 4* F#Sed Sile 64k 56 48w u40z cr w 0 32 240 z C 16 LI. 81- -00 - 0 m ro 0 I 00 t> FRACTURE J~.r Z w0 0 0 rl STRESS, /i 0 OD o ' 0 0 o 000 o - N to Kg/mm o v/ 774- ?rre to 64 561- 48- 401- 321- 24- 16L- r--, - c r0 0 0 to FRACTURE ~:;~* i~* D r 0 C STRESS, 00 /i/( o 00 0 - N Kg/ mm% os/c.9ope $ 4 74 0 10a 64 1 561- 481. 401. 32 241- 8 I a c - te) < i 0 (D FRACTURE /7 57trepgI4 E: -/6 0 - 0 CD STRESS, 0 ao 0 0 0 o 0 cq - u Kg / mm ,"a/ f" 777 AL reX 64 561- 481- 401- 32 }- 24 161- 00 00 01 N - 0 0 n t FRACTURE 'p WI)?", *~ 3setke 00 00 140 /(~"D .e~det,*r oo STRESS V' o lAo 14 0 0 00 Kg/ mm1 0/3o' Lflbfce 7cl #If0/4 t7 Pyr~ex' /{rS 641- 561- 481- w 0 z ua 40 - 0 32u- 0 o 24- z UJ Cr u.- 16 8 1- -El-I- 00O N 00 rLO _ 0 io FRACTURE Pt . 3res 7%4 0 to w 000 O STRESS, O 0 O 0 0 0 0 LO Kg/mmz S7'j6ac/,le b7 % 774 V Pyre s +Y 641. 56 48 L. 401. 321- 24L 161- 8| - 00 - 0 N r") 0 0 0f FRACTURE Lvu 2 r 1, 0 0o (0 C STRESS, O~0 00 - N 0 0 1 0 iL Kg/ mm2 SiOe4dt/ 3NfteSy of 3g 7 /des/er. Su/see SCAed i /As NF h) 4- reK vin was tested in this group. The common characteristic of these glasses was their uniformly low mean strength. No fracture strength more than 80 Kg/mm2 was observed with any of these of these glasses. Figs. 13-17 give the results of these tests. A set of etching experiments with pyrex, however, gave some interesting results. As a consequence of progressively longer etching, the narrow distribution curve with its mean value at a low 26.9 Kg/mm2 began to spread and show a shift of the mean strength toward higher values. This indicates that the initial distribution of these large cracks probably retained its shape while the progressive ething reduced their number. A shift of the mean strength upward and an increase in the standard deviation was theoretically deduced by Fisher and Hollomon (5)Figs. 18-20 give the results of etching. V. CHEICALLY POLISHED GLASSES A set of chemically polished glasses comprising a strip cut transversely to the forward motion of the polishing wheel were kindly furnished by the Pittsburgh Plate Glass Co. Visual inspection of the side plates showed insufficient polishing, whereas the plates coming directly from under the center of the polishing wheel showed a high degree of polish. The surface strength results followed in general the visual observations, The mean strength was low at the edge plates. It increased toward the (5)Fisher, J. C., J. H. Hollomon, Metals Technology, vol. 14, T.P. 2218 100 E E 180 C) 60 (n 60 W 40 z 4 W201/16" D. INDENTER A x I/8" D. " " * 3/16"D. oI I I 2 3 PLATE Fig. 21 4 5 6 7 NUMBER Change in mean strength across path of polishing wheel 32 28 24 20 16 0 o FRACTURE Fj*z . 7Y et7 fl- 0 0 STRESS, L/I? 0 a Kg / mmt /4Z2Idne 0 0 o ro 0 I 0 to, 32 28 24 z 0 20 0 L. o 16 z w M 12 8 4 0 0 ri N 0 0 in 0 FRACTURE // FQ~~~~~~~l 0 w 00 M M 00 0 - STRESS, Kg / mmZ .D )h!|./f 0 m 0 to 0 0 i 32 28 24 0 z w 20 cr 0 0 L 0 z I128 i a Li a. 8 0 4 0 00 000 000 0 0 IN ,,- FRACTURE F/. 24 P/ge <!/ STRESS w /4 3 /". - Kg/ mm2 /Mden'er 0 t 0 0 32 28 24 20 16 12 8 4 - o r~) 0q 00 ~ 0ifl FRACTURE -2SP/ 2 0OD 0 0 STRESS, v/ 0 0 - o ( Kg / mm1 /"c 1414ten I-* - 0 0 f 32 28 24- w 0 z o 20 - 0 LA. 16 z 12 0 w w L- 8 4 0 0 - 0O N ro) 0 o nM FRACTURE . f o o 0 STRESS, D O o 0 0 0 00o Kg/ mm2 /.47demlfe 0 321- 28F 241- 201- 161- 12 1- 8|- I 0 N 0 fn I 0 v. I o in ____ 0 4D FRACTURE z7 P/4fW *2 I a I___ 0 So> 0 STRESS, a & 0 N .. 0 Kg/mm2 wvtf~C /Y4, 3A.r s'e ?( 0 4 0 tn I . 32 28 24 zwi 20 c- a: 0 z 12 Lu cr 8 4 0 00 - N 0 r) 0 10 00 to) FRACTURE 7.2 0 ~ On 0 0 STRESS , Kg / mm2 Lq;tfx 0 - N r) e0 ~ t 321- 281- 241w 0 z uJ cr 20 0 16 121- 8 - 4 F H--- 0 00 o oo 0 00 tO FRACTURE F29 P/4de r e STRESS, 1A3W& 'e" at 0 7TI-I 0 0 0 0 - Kg/ mm 2 D AIen/e r 32 28 24 w 0 z cr 0 z 20 16 12 w u. 8 4 0 - 00 N 0 f' 0 0 0 0 n FRACTURE POO P/ct; J- 4F r- GD STRESS, A O 0 N - Kg/ mm 2 bl'ye M4P *. * 321- 28F 24 20 16, 12 - Ir-v] K]V 0 -04 0 0 r4) v~j >0 in) *3f P/ale I*- I FRACTURE 7%./ 0 41MPo I 00 0 c o l STRESS, 0 0 0 - (M Kg/mm Z /Mde ii er 0 C e 32 28 z w '20 0 o 16 z , 12 U. 0 N r 0 0 0 F RA It IC- FRACTURE li - 4 0 00 W/ 00 co STRESS, 0 0 Kg/mm 2 "D/d4e 0 N 0 0 32 28F 241- 201- 00 0 0 0 kn 0 FRACTURE 31 3 P/Sfe -L4 0D 0 r~- 0 7 O STRESS, 0o S 0 o - 0o C'~j Kg/ mma ;/4 %/"D. /udeis /td~e f) ij 32 28 24 u z w LL: 0 z uJ U- 0 0 0 FRACTURE /2 0 (JO Kg0 STRESS, P/St ~'S w/I~~ - m 0 2 Kg / mm '/,~"ZX /.e~1eSer 0 0 28 24 20 16 0 00 - N 0 0 0 v0D to) FRACTURE . 3.r P/Iqle 0 o STRESS, 00 O 0 Kg / mm 2 P/qfe~1110et heslot,4'/". 321- 281- 24k 20 161- 121- 4 h- 0 F-VT0 2N 0 4o A - 0 I 0 0 0 (D FRACTURE 0 t- 0 0O 0 STRESS, i%1 r ~wW71 0 Ke/ a o - - a O0 mm2 %// DfZ. ,/14d0enki tr 32 28 24 20 16 12 8 4 0 0 - % N wtn % %r w I FRACTURE tO0 00 OD 00 0~ STRESS, Ff3%1' 37 plole liv 4 P/S A6 w14/4DZ. 0 Kg/ 0 -N min /u4deet7'or 0 r') 0 1, 0 to 321- 28 241- 201- 61- 00 - II N 0 r) 0 v A 0 to) 0 FRACTURE $8 (D 0 I,,- 0 w STRESS, 0 a) o 0- o & o N a o cm Kg / mm2 plale " (vo tv;-14- //a,* D. hIZde 4" fer* A 0C 4 w 0 Z ui 20- 0 0 6 uL 0 >-12 z w 0 w 8 4 - 4 0 N t v0 FRACTURE 4 I,- o STRESS, 3, 0 Kg/ mm - 32 28 z u- 0 z LU D aU LL N 0 r4) V 6 to 0 FRACTURE A~ 40e, ^4, .w T 0 P. 0 STRESS, 0C O Kg/ o0 00 N% o 0lqrn~ mm2 //' cotm1.e r 32 28 24 2G 16 121- 41- * FI o) I* 0 FRACTURE I I 0 oO (0o STRESS 0 0 a).(I 0 , Kg/ mma 4/ A 32 28 - 24k 20M 16 - 12 81- 0000 - t to v 0 0 to FRACTURE [9. P/q/~ 0 ~D ~ *7 0 OD STRESS 0 O 0 0 Kg/ mmZ 31t14 'ef Z)- /hde&'er 30 25 20 15 10 5 0" 1.0 1.1 1.2 1.3 1.5 1.4 1.6 1.7 1.8 1.9 r/ 43 Fig.-- Frequency of fracture at a distance away from the edge of the contact circle 2.0 56 interior and reached its maximum for the central plate. A regular rise in the fracture strength with decreasing ball diameter was observed which was similar to that in plate glasses. Fig. 21 shows the ehange in mean strength across the path of the polishing wheel. In general the fracture strength of these chemically polished glasses compared favorably with sheet glass, and were definitely superior to mechanically polished plate glasses. Figs. 22-42 show the results in detail. VI. POSITION OF FRACTURE A test was carried out to determine the frequency of the position of fracture in relation to the contact circle. For this experiment second rate plate glass was used which had been stored in the laboratory for a long time with no precautions. The test consisted of recording the diameter of the contact circle as well as the fracture circle. The frequency of fracture as a function of r/a is illustrated in Fig. 43. CHAPTER DISCUSSION I. THE SIZE EFFECT V OF OF RESULTS THE FRACTURE STRENGTH The general increase in fracture strength for indenters with small diameters can be explained partly by the fact that the area under high stress is smaller for smaller indenters. Thus, it is more probable to find a dangerous crack in a larger area which will give a low fracture stress. If a size effect relation for the change of strength with area K/A ( = (6) is assumed to hold, where a base strength, engineering strength K = a constant A = the area under stress, then, the following analysis relating the fracture stress to ball diameter can be deduced. The stressed area is A =7r(Ca) 2 _ 7ra 2 22 C-1)7r a2 This would be the kind of expression which was experimentally observed to hold for thin glass fibers by Karmarsh. where, a = the contact circle radius C = a constant, if the stressed area is considered arbitrarily bounded at a certain circle with radius Ca. For a given load the relation ( a/r )2 follows from the Hertz formula,(5). Since, however, and A = C7a 2 ,P a = K1 D1/3 it follows that, -%=K 2 / D2/3 T where, (7) r = distance from the center C1 = a constant K = a constqnt K2 = a constant D = diameter of the indenter From the above equation, the effect of different indenters can be formulated as follows: (TI - Tg)/( 9~i - -) = ( 2/D1 )2/3 (8) If now C is neglected in comparison with the Hertz stresses, T/(Qj= ( D2 /D1 )2/3 (8a) In Fig. 44 the D /D3 ratios are plotted against a-/(T3 for several 2.2 2.0 1.8 1.6 U. 0 1.4 0 I4 cc) 1.2 1.0 0.2 0.4 Di/D 3 , RATIO OF Fig. 44 0.6 INDENTER 0.8 1.0 DIAMETERS Increase in strength with decreasing indenter diameter 60 glasses together with relation (8a). The index 3 here stands for the 3/16"D ball. Although the agreement is poor, there is a general trend roughly following the theoretical curve. II. POSITION OF FRACTURE A qualitative explanation for the appearent paradox that fracture never takes place where the surface stress is highest can be given upon inspection of the stress field and the use of the Griffith criterion for fracture. As in the case of a point load applied perpendicularly to the surface of the solid, in the Hertz experiment there is a spherical volume under the area of contact within which all normal stresses are compressive. Thus, it becomes clear that all potential cracks outside the circle of contact can not grow, even though the surface stress may be sufficiently large, because the root of the crack could be embedded in the compressive region. The Griffith criterion states that if the rate of release of elastic energy is equal to the rate of increase of surface energy with respect to the length of the crack, the crack may grow in equilibrium. Since the rate of release of elastic energy is linear in a uniform stress field, whereas the rate of increase of surface energy is a constant with respect to the crack length, beyond a cextain length of crack the situation becomes unstable, and the crack would accelerate. Let this difference between the respective rates be denoted by a finction V . Although in a uniform 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 r,/ Fig. 45 Theoretical likelihood of fracture as a function of position 0 stress field q will be the same at all points of the material for a crack of a certain length, in a complex field like that in the Hertz case the function will vary from point to point. The Griffith criterion would then predict that given a chance, a crack would prefer to run in a field where the function O is maximum. A consideration of this sort for a particular case gives the curve seen in Fig. 45. This curve was obtained by assuming that the final outcome would be influenced by the function at a depth of one micron which corresponds to the order of magnitude for the length of the average Griffith crack for this particular glass. If the glass had a greatly different crack distribution function, the function may have to be evaluated at a different depth which would give a shift of the peak. For the details of the calculation of this curve the reader is refered to Appendix II. A comparison between this theoretical curve and the experimental distribution plot shows good agreement. CHAPTER VI CONCLUSI01E The ease with which results were obtained made it clear that the Hertz experiment is ideally suited for the determination of the surface strength. The results 6f tests can be summarized briefly as follows: 1. Rapidly cooled sheet glass which has had the minimum of mechanical handling shows the highest strengths. 2. Mechanically polished plate glass is somewhat weaker than sheet glass and seems to have a uniform distribution of cracks which must have been introduced as a result of the polishing treatment. 3. Chemically polished plate glasses showed large scatter in strength, had occasional high strengths comparable with the highest in sheet glass, and were in general stronger that mechanically polished plate glass. 4. Glasses with special compositions and fused silica had very low strengths. The high resistance to thermal shock of pyrex and fused silica are not because of the abscence of dangerous cracks but because of their low coefficient of thermal expansion. 5. Etching in 1% dilute hydro-fluoric acid eliminated the few dangerous cracks in sheet glass, giving a narrow resultant distribution curve with a shift in the mean strength toward a higher value. Ething of pyrex produced a general spread of the strength distribution as well as a shift of the mean strength upward. The results of etching may explained by a preferential elimination of the larger cracks. 6. Due to the larger area under stress, a lower strength was observed for indenters with large diameters. 7. Fracture is never observed at the contact circle where the surface stress is the highest, but always at a somewhat larger diameter. An explanation for this behavior can be given by considering the stress field in depth and applying the Griffith criterion for fracture. 8. In general the order of magnitude of the strength of glass observed in these experiments is one order higher than the engineering strength, and in the best cases only one order smaller than the high values observed by Griffith on virgin glass. PART ANEIASTICITY GIASS II AND AT LOW VISCOSITY OF TEMPERATURES PYREX CHAPTER VII INTRODUCTION It is now common knowledge that a perfectly elastic material in which strains corresponding to stresses are attained in the interval of time that is required for an elastic wave to travel through the material does not exist. Apart from the irreversible processes of plastic deformation and viscous flow, the recoverable elastic deformations which are variously called elastic-after-effect, elastic creep, delayed elasticity, or anelasticity have for a long time attracted the attentions of many physicists and engineers as a tool for the study of the structure of matter. I. Object: THE PROBLEM4 The object of this investigation was to study the non-elastic deformations in glass as a tool for a better understanding of the structure of glass. Since the elastic-after-effect and viscosity are strongly influenced by the state of the structure, an investigation of the variation of these properties as a funstion of stress, temperature, and degree of stabilization would be of interest. Importance of the study: Glass is a material which has reached its low temperature solid state in a continuous way froii the melt without undergoing any abrupt phase change characteristic of pure substances. ----- MEOW 67 The appearent solidity is achieved by a rapid increase of the viscosity with droping temperature. Thus, below the transformation region the relaxation times accompanying the viscosity are several orders of magnitude larger than the time spent in most experiments. Therefore, glass is considered as a rigid material although in reality it is a subcooled liquid with an enormously high viscosity. Previous investigations of the viscosity aid the elastic-after-effect by a great many observers have established that glass is by no means a simple liquid, but instead has the character of a giant molecule. In view of this complexity of behavior, few investigators have gone beyond a simple phenomenological observation. This study was undertaken with the intent to bridge this gap between experimental observations on the one hand and theoretical models on the other. II. DEFINITION OF TERMS USED The three components of deformation: When glass is subjected to stress it deforms in manner as illustrated in Fig. 46. This curve can be broken into three components which more or less stand for three different mechanisms. The abrupt instantaneous rise corresponds to the elastic deflection which reaches its ultimate magnitude in an interval of time required for an elastic wave to travel through the material. On top of the elastic component there is a transient part which reaches a horizontal asymptote. This deformation is termed the elastic-after-effect. The third component is the Newtonian viscous flow. Various mechanical models composed of springs and dashpots can give creep curves exhibiting these ± + TIME Fig. 46 The three components of deformation 69 three components of the deformation. If their purely arbitrary nature is not forgotten these models could be very instructive in obnstructing creep curves having desired shapes. When this process is carried too far, however, there is a danger of visualizing seperate phases with differing elastic moduli and viscosities in an othervise homogeneous and isotropic material. Therefore, such mechanical models will not be utilized here; instead processes will be explained by kinetics of structural configurations which according to the present state of knowledge have a high probability of representing the true state of the matter. The reader who is interested in theoretical treatments of the delayed elastic and viscous deformations by means of mechanical models will find no shortage of excellent accounts in the literature. III. STATEMENT OF ORGANIZATION The remainder of this study is treated as follows: Chapter VIII presents a survey of previous related studies of the subject. Chapter IX is devoted to theoretical treatments of the elastic-aftereffect. Chapter X describes the apparatus which was used to carry out the experiments, and for the preperation of the specimens. Chapter XI consists of a presentation of the experimental results. Chapter XII is a discussion of the experimental results. Chapter XIII formulates the conclusions of this study. CHAPTER VIII PREVIOUS RELATED STUDIES I. EARLY STUDIES Perhqps the first account of anelasticity is given in the papers of Weber(6, 7)who in 1835 carried out experiments on silk filaments and glass fibers. These experiments were prompted by an imperfect behavior of materials used in suspensions of electrical measuring devices in which the pointer of the instrument did not attain its final reading immediately, but, after an instantaneous deflection gradually crept toward it, and upon removal of the electrical potential the return to zero reading exhibited the same phenomenon in reverse. Weber's investigation disclosed that the delayed deformation beyond the instantaneous elastic one was wholly reversible, and therefore, was of a different character from irreversible processes like plastic and viscous deformations. Thus Weber corrected the notion of imperfectly elastic behavior and coined the expression "Elastische Nachwirkung" or elastic-after-effect to describe this phenomenon. After Weber, the father and son team of F. and R. Kohlrausch devoted many years of their lives to investigations of such delayed phenomenon (6)Weber, W., Pogg. Ann. Physik, p. 247, (1835) (7)Weber, W., Pogg. Ann. Physik, p. 24, (1841) on raw silk and glass fibers, silver wires and rubber threads.(8 9, 10, 11) R. Kohlrausch, in study of residual charges in Leyden jars, discovered a fundamental relationship between delayed elastic effects and dielectric properties.(12) Following these pioneers, many other investigators, among them Bolzman, Volterra, and Becker tried to deduce time laws of deformation that would fit experimental results, and also explain such strange behaviors as the extraordinary memory effects which were observed by F. Kohlrausch. The concern of most of these investigators was to determine the time law of the delayed elastic effect by sophisticated curve fitting. This resulted in a wide variety of time laws, from exponential through power laws to logarithmic laws for different materials. The present more refined viewpoint of atomic configurations with alternate free energy troughs has its origin in the x-ray investigation of the structure of glass by Warren and his collaborators.(13) The small angle scattering experiments of Warren have shown that statistically the nearest neighbor relation in glasses between network formers and oxygen is the same as in the crystalline phase. The radial (8)Kohlrausch, R., Pogg. Ann. Physik, p. 293, (1847) (9)Kohlrausch, F., Pogg. Ann. Physik, p. 337. (1863) (10)Kohlrausch, F., Pogg. Ann. Physik, pp. 1, 207, 399, (1866) (11)Kohlrausch, F., Pogg. Ann. Physik, p. 337, (1876) (12)Kohlrausch, R., Pogg. Ann. Physik, pp. 56, 179, (1854) (13)Warren, B. E. H. Krutter, 0. Morningstar, J. Am. p. 202, (1936) er Soc.., vol. 19, distribution function of vitrous silica as obtained from the experimental scattering curve is shown in Fig. 47. Taking a silicon ion as the center, the position of the neighboring ions in the crystalline phase is indicated by the lines on the top of the figure. The agreement of the first four peaks isremarkably good. Evidently then, in a glass on the average the same neighboring relationships an in the crystalline phase are retained , but no long range order is established. The x-ray investigations thus verified the homogeneity of the glass down to the atomic scale, and led to treatments of glass as an associated liquid.0(14) II. DESCRIPTION OF THE LIQUID STATE OF GIASS (16) (15) The modern theories of the liquid state of Bernal, Frenkel, et. al. incorporate the concept of configurational order into the older theories which considered liquids as a collection of randomly oriented spheres having no directed bonds between them. It was thus recognized that there is a configurational contribution to the specific heats of liquids. With an increase in temperature the configuration changes to one of lower order causing an increase in entropy. Although there is a unique equilibrium (14)Douglas, R. W., J. Inst. Glass. Tech., vol. 31, pp. 50-89, (1947) (15)Bernal, J. D., Trans. Faraday Soc., vol. 33, p. 27, (1937) (16 )Frenkel, J., Kinetic Theory of Liquids, Oxford University Press, (1946) 73 0 12 - 0 0 i5 0 5 10 - z CO a6.J 4 2 - of O f R Fig. 47 4 3 2 in 5 A Radial distribution in vitreous silica 6 7 74 configurational order for every temperature, the establishment of this order takes some time. Clearly, the process of changing configurational order is one of self diffusion which would have a characteristic activation energy. The relqtion between the mean period 'T of this diffusion process and the activation energy A, is given by the relation = where C eA/kT (17) (9) 50 is the vibrational period of the diffusing ions. As the temperature drops the mean period of self diffusion soon becomes pf larger orders than the intervals of time spent in average laboratory experiments. Evidently, then below a certain narrow temperature region the time for configurational equilibrium becomes very large, and the elevated temperature structure of high disorder is frozen in. This results in a well defined change in the general trend of physical properties as a function of temperature at this narrow region. See Fig. 48 (after G. 0. Jones).(18) The narrow temperature region which can be shifted up or down depending upon the duration of the observation is called the transformation region. In most glasses this range in around 5500 C. Given sufficient time at a certain temperature below the transformation region, the property will slowly sink to the equilibrium value given by the broken line. This process is called stabilization in glass. The fact that the configurational order was a unique property of the (17)Frenkel, J., Op. ct., p. 14 (18)Jones, G. 0., Reports od Progress in Physics, vol. 9, p. 136, (1948) / / TEMPERATURE Fig. 48 Abrupt change in property due to rapid increase in relaxation time 76 glass at a given temperature was clearly demonstrated by Lillie's(19) measurements of the viscosity of glasses below the transformation temperature. In these measurements Lillie showed that the equilibtium viscosity corresponding to the configurational order is reached from both higher and lower configurational temperatures. Changes in viscosity and electrical conductivity toward and equilibrium value were also observed by Peyches. (20) In practice it has long been known that stress relaxations did not follow the simple Maxwellian relation which is based on an unchanging viscosity. Similar changes in the magnitude of the elastic-after-effect has been observed by many investigators. III. STUDIES RECENT OF THE THEORETICAL ELASTIC AND AFTER EXPERIMENTAL EFFECT AND INTERNAL DAMPING Modern theoretical treatments of the elastic-after-effect are modifications of theories of viscosity. Since the mechanisms for the two processes are similar, the considerations are justified. Perhaps the first one to realize that the elastic-after-effect is due to a sum of different relaxation systems was Wiechert 21) He assumed a (19)Lillie, H. R., J. Am. Cer. Soc., vol. 16, p. 619, (1933), also Ibid., vol. 17, p. 43,~(1934), also Ibid., vol. 19, p. 45, (1936) (20)Peyches, I. J. Soc. Glass Tech., vol. 36, pp. 164-180 (21)Wiechert, E., Wied. Ann. Physik, vol. 50, pp. 335, 546, (1993) 77 spectrum of relaxation times to explain the shape of the creep curves. The reverse process of obtaining the relaxation spectrum from the creep curves was attempted by Simha (22) by the application of fourier transforms. Orwn(23) Orowan ( derived an expression for the time independent constant of the process from equilibrium considerations by using an analysis very similar to that of Eyring on viscosity. He assumed, however, that the time function can be given by an exponential much like monomolecular reactions. Recent experimental investigations by Jones, 4Murgatroyd and k(25) Pasn(26) Sykes, and Pearson have demonstrated that the total amount of elastic creep is linear with the applied stress, and proportional to a positive power of temperature. As for the time law, empirical relations ranging from logarithmic to exponentials of the square root of time were suggested. Internal dampir which is another manifestation of the effect of configurational order was investigated by Rotger(27) who was able to establish from considerations of activation energies that the process chiefly responsible for internal damping and the elstic-after-effect was (22)Simha, R., J. Appl. Physics, vol. 13, pp. 201-207, (23)Orowan, E., Proceed. First Nat. Cong. Ap. (1942) Mech., p. 458. (1951) (24)Jones, G. 0., J. Soc. Glass Tech., vol. 28, pp. 432-462, (1944) (25)Murgatroyd, J. B., R. F. R. Sykes, J. Soc. Glass Tech., vol. 31, pp. 17-35, (1947) Pearson, S., J. Sbc. Glass Tech., vol. 36, pp. 105-114, (1952) (27) Rotger, H. von, Glastechnisthe. Berichte, vol. 19, p. 192, (1941) a migration of sodium ions. Fitzgerald,28) Kirby(29) et. al. have confirmed and ellaborated on the earlier results of R8tger. (28 )Fitzgerald, J. V., K. M. Laing, and G. S. Bachman, J. Soc. Glass Tech., vol. 36, pp. 90-104, (1952) (29)Kirby, P. L. , .Soc. Glass Tech., vol. 37, p. 7, (1953) CHAPTER THEORETICAL TERATMENT I. OF TIME IX THE ELASTIC AFTER EFFECT LAWS The following analysis is similar to that of Smith(30) and also has many things in common with that of Eyring(31) on viscosity. It is assumed that the strain is contributed by network modifiers like alkali ions which have two alternate positions equilibrium seperated by an energy barrier. See Fig. 49a and 49b. It is further assumed, a) that the ions with alternate positions of equilibrium are uniformly distributed and that their density is M per unit volume, b) that the barrier heights or the activation energies i may not be the same for every ion and that a certain unique distribution function exists. This distribution function is f f (( , t ) ; (10) where t = time C= shear stress. In a virgin glass the equilibrium configuration of f is f = f( 0 In a virgin glass one may assume that half the ions are in a favorable and the other half in an unfavorable position to contribute to the strain. (30)Smith, C. L., Prc. Phys. Soc., vol. 61, pp. 201-205, (1948) (31) Eyring, H., J. Chem. Phyp., vol. 4, p. 283, (1936) DISTANCE Fig. 49a Free energy diagram for ion in virgin glass DISTANCE Fig. 49b Free energy diagram for ion after stress has been applied / and The number of ions between activation energies + in the favorable Position is dM = Nf = ff d .e Those in the unfavorable configuration are, dM =N =f df . At any time under any stress, Nf (() + N(() = N(47) = dM(() (11) where N is the total number of ions in the activation energy interval d Vj. For temperatures sufficiently below the transformation region where stabilization processes are negligibly slow N can safely be assumed as a constant. The number N would however be greatly dependent upon the past cooling history of the glass, i.e. whether it had been rapidly cooled from the molten state or stabilized for a long time at a temperature in the transformation region. In the course of the development three different distribution functions for f will be considered. When the glass is subjected to a certain stress 'C the initially symetric free energy diagram of Fig. 49a becomes antisymetric as in Fig. 49b, resulting in a migration of ions from the high energy trough into the more stable low energy trough. The probability for an ion in the high energy trough to jump the barrier into an unfavorable position is given by the kinetic theory as exp(-(JP- E)/kT). The probability for a reverse jump is by similar consideration exp(-(Cf+ .)/kT). The rate of strain can now be written as (0C1 dr ra where = ipik (r Jt (12) the strain atomic strain contributed by one ion during one jump = the vibrational frequency of the ion enery change in height of the troughs due to an = application of shear stress = diameter of an ion k = Bolzman's constant As the glass strains the shape of the equilibrium configuration changes. The change in the distribution function can be written as a total differential (a) yt diL Since d dt - dt - Ic4 (b) 0 during a creep test, (c) In view of the fact that the number of ions contributing to the strain remains constant, it follows then that for an activation energy interval r y - /1±i W***;IA 06 or C0-0 Vf A'- {. ( -I e vf C4 .0-V kr/4zvfre (13) kT (13a) Further simplification gives, *+ (2VrcA)f - 2-V f (13b) This is a first order non-hoogeneous differential equation in f the solution of which is given in the form, Jle 4CA Cos4 T = f ( Y) at time t = 0, from which with the initial condition of f 4 s.LWe Cos VT e Simplification of (12) will result in YCes - LOSL -E)t7 (14) 'a - e kTe T (p (12a) e idye (1 2b) 0 if now equations (12a) and (14) are combined, 4 0 Equation (12b) is the fundamental relation for the delayed elastic strain given in terms of the unique equilibrium activation energy spectrum of the virgin glass. Pq 84 If it is assumed that there is only one activation energy characterizing the process, f can be expressed in terms of the delta function, so that f, = NS(-(f-). dC _ydi Then, (2-vte kT- C.4,',.4 4~A Z-yQ c 2ntra on -A 0 -vte kT-r Los - P JcT By direct integration, icr ~2 Y4e kT un~L~ kT with the initial condition of f = 0 when t=0. So that, or, - 2, A.k 2 In nearly every case E <kT; therefore, k~ kT z kT -( " AT 0s tc. (15) kT This relation is identical with that derived by Orowan32) It predicts that the asymptotic value of creep will increase with decreasing temperature. The reason for this is that the equilibrium value of the number of ions (32) iown, E.2 Loc cit. ending up in the unfavorable configuration after all transients have died out will be larger for lower temperatures, as can be seen directly from (14). So far all observations of the elastic-after-effect at low temperatures have shown that the "asymptotic value" of the creep is related to a positive power of the temperature, and that the time law of the deformation is not exponential. Since there is no reason that the equilibrium consideration for the number of positions should be wrong, the appearent anomaly must be explained by the very great dependence of the deformation rate on temperature. The very large activation energies for the process make the relaxation times of the order of 103 to 104 years at low temperatures. This means that after the ions with small activation energies have been used up the rate of further deformation dies to such low values to give the impression that the asymptotic value has been reached. The fact that the time law is not exponential, however, gives an indication that the consideration of a single activation energy is an over simplification. If instead of a single activation energy it is assumed that there is an equal number of ions wi*h each activation energy, f would then be a constant independent of (f , and can be taken out of the integral sign, so that the integration is readily carried through. _4 2 -r YNkT e4p et 1CT (12c) After the very early parts of test the exponential in brackets rapidly approaches zero, giving, d . r AkT cdt 4 k-T This expression can again be directly integrated to give the strain as, r= a kT 4a kT L t 4 C (16) Obviously (16) is now only good for times at which the exponential term can be disregarded. It can be noted that the hyperbolic function in the exponent is very nearly unity, and since the vibrational frequency of the ions is of the order 101 per sec., the logarithmic relation ought to be good for times larger than 10 seconds. The constant C can be obtained from experiments. Although this time law is another extreme (it has no asymptote), it can be noted that for first order quantities the strain is independent of temperature within the region of interest. The experimentally observed time law is always initially faster than, and in the later stages slower than an exponential function, and lies somewhere between the exponential and logarithmic laws. It exhibits a very large initial slope unlike a simple exponential. These considerations would indicate that the activation energy spectrum must be approximately bell shaped, (perhaps a Gaussian distribution). If any other curve than the previous two is considered the integration can only be carried out approximately. For an approximate solution any distribution function may be replaced by a series of rectangles. Then, the first integration may be replaced bya sum of the form 4cl e- I(17) Although the above series can be integrated further if each term is expanded in infinite series, certain interesting trends can be observed by inspecting the above relation. The t in the denominator accelerates the process in its early stages and retards it in later stages in comparison to a simple exponential. For large time 1/t has a very small slope and the process goes like the exponential giving a horizontal asymptote. Furthermore, for first order quantities the strain rate is again independent of temperature within the time interval of a regular test. 88 II. DETERMINATION SPECTRUM FROM THE OF THE ACTIVATION ENERGY CREEP CURVES DIRECTLY Due to the very long relaxation times for stabilization of configurational order, the structure of glasses can be considered as "stable" at low temperatures for the duration of normal length experiments. Because of this it is safe to assume that the equilibrium form of the activation energy spectrum will not change appreciably. In this case it becomes possible to obtain the activation energy spectrum directly from a constant temperature, constant stress creep curve by processes of inversion. (33) The inversion method of Simha, although theoretically attractive, is in practice quite cumbersome since obtaining the fourier transforms is as difficult as outright integration of equation (12b). Therefore, a semi direct method will be advanced in the following paragraphs which requires only the replacement of the activation spectrum by a series of uniformly displaced step functions. From part I. of this chapter, 0 Considering the following change of notation, (33)Simha, R., Le. cit. 24rY &(41 V( M ACT) 2V Go 4 a -L dt equation (12b) is simlified into t) F(+)' e 6 e kT 'd (12d) For an approximate solution f0 ((f) can be replaced by an infinite series of step functions each of which is displaced with respect to the other by a constant increment of the activation energy A(fas follows: where C is the height of the step function. Furthermore, replaced by i A(f, resulting in - 'ei can be 0_ ( e where now AM(is the constant activation energy increment. Substitution of (18a) in (12d) gives, Fa) d rjeekT d(e (19) In reality the shape of the spectrum will be similar to a Gaussian distribution in which case it would be safe to assume uniform convergence of the series. Now the summation and integration processes can be interchanged, giving, 1 ZO 1 M -46P r e~) OCT7 V_C CiT0(O (19a) 90 Because of the nature of the delta function, the above relation can be expressed more simply as follows: C"6,) cefI eI /Cd &r TT (19b) Direct integration of (19b) gives F~ 4dJ -at'e v. *J~ kT (20) As 6(0+ Othe infinite sum approaches the integral. From physical considerations it is clear that the high energy end of the activation spectrum will approach zero very rapidly beyond a certain value of Therefore, it is possible to replace the infinite sum by a finite sum. This gives F({U N A 21c~ 4 where now o - I ~ kT 'e(21) A- YakT ( CT If the experimentally observed strain rate is equated to the right side of (21) at n different points, n linear equations in with n unknowns in the C s will result. These equation can then be solved simultaneously. Since different parts of the activation energy spectrum are active at different times, the correct determination of the C. s requires the complete creep curve starting from zero time and extending to very large times. Unfortunately such a perfect creep curve was not available to perform this inversion. Instead of this method a simpler but perhaps less accurate method for the determination of the spectrum was tried which will be explained in later chapters. 91 III. RECOVERY CREEP Hitherto it was always taken for granted that the time laws of elastic creep under stress and recovery creep were the same. Although the difference between the two laws is slight, and perhaps in most cases undetectable, there is nevertheless a fundamental difference. When the stress is removed the free energy diagram goes from its distorted state of Fig. 49b back to its symetric state of Fig. 49a. Then the equation for the change of the spectrum becomes do 4 t o tm ,(22) It is to be noted here that for recovery creep the notation of favorqble and unfavorable is reversed. Using (22), the equation for the strain rate can similarly be derived as ~r= 2Y~1~4444~-..' yte f=2 d{{ a. V kT j )e IcT e kTdr (23) A comparison of (23) with (12b) shows that there is indeed a difference in the time law. Generally, however, as was pointed out previously, e/kT is a very small quantity, so that the hyperbolic functions can be replaced by their first order terms, in which case the two equations become identical. CHAPTER X DESCRIPTION I. THE OF THE APPARATUS CREEP APPARATUS Requirements: The creep apparatus was designed for carrying out constant stress creep tests in torsion on tubular filaments. The reason for preferring torsion tests was as follows: a) there are no first order dimensional changes in the specimen as a result of straining, b) the stress can be reversed, c) the elastic-after-effect can be amplified mechanically by using very thin specimens. It was decided to have the specimens in the shape of long thin tubes, because, a) this would assure a nearly uniform distribution of stress, b) residual temper stresses could be eliminated, c) and most important, the configurational order as a function of cooling rate could be controlled with ease over a large range. It was also decided that the creep should be recorded. Design information: A scematic view of the resulting instrument can be seen in Fig. 50. Nearly constant stress was achieved by a 0.004" D. tungsten filament which was 100 inches long (1).* (*)Numbers refer to those in the diagram. The relaxation of torque 15 Fig. 50 Schematic view of creep device 94 in the filament due to the delayed elastic and viscous deformations in the glass specimen in an average experiment was of the order of one per cent of the applied torque. Since the tungsten filament is the most highly stressed member in the whole system, joining it to the other members presented some difficulties. The problem was finally resolved by bending the two ends of the filament at 900 angles to form continuous levers, and brazing these lever arms between two flat copper plates which were then joined to the rest of the system. The section connecting the tungsten filament to the specimen was a hypodermic tubing of 19 gauge thickness. This tubing carried the two front surface mirrors (2) placed back to back, and the deflection pointer (4). Two vanes which were attached to the pointer were immersed into an annular oil bath (5) to serve as a vibration damper. The lower end of the hypodermic tubing carried an elastic chuck to hold the specimen (6). Another elastic chuck with two diametrically opposed notches was suspended from the lower end of the specimen. A fork (14) which engaged into the notches of the lower chuck served for winding the specimen. The total angle of twist could be measured on a goniometer (10) to which the lower end (9) was integrally attached. The'whole system of torsion filament, connecting hypodermic tubing, specimen, etc. was encassed into a vacuum system to eliminate the disturbing effects of convection currents generated by the furnace (7) during the high temperature tests. The stopcock opening (8) was provided for sucking through liquid nitrogen vapor for rapid cooling. Functions of this rapid cooling technique will be ellaborated in later chapters. Cf. post. p. I 95 The vacuum was broken at the special valve (15). The level of the oil in the vibration damper could be adjusted by raising or lowering the attached glass bulb (11). This system also served as a rough vacuum gauge. The backbone of the apparatus was a drill press base and column (12). The weight of the table plus that of the furnace was counterbalanced by a weight suspended inside the hollow column. The furnace tube was covered with a sandwich of asbestos-aluminum foilasbestos to damp out the temperature waves resulting from the intermittent heating action of the furnace. A chromel-alumel thermocouple placed between the damping sandwich and the furnace heating coils was the temperature sensing element. The temperature was controlled by a Brown "Electronik" indicating controller with a micro switch within one degree Celcius. Specimens were inserted into the system by disconnecting the special joint (13) and swinging the table carrying the furnace aside, so that the furnace tube would become directly accesible. The stress was applied by twisting the lower end piece (9) around until the upper pointer (4) went through the desired number of turns. The difference between the readings of the lower goniometer (10) and the upper pointer is the twist of the specimen (not necessarily all elastic). While winding the assembly the level of the oil in the damper was lowered so that the specimen would not be over stressed by the viscous drag of the damper. The strain recording arrangement consisted of a 2 watt Sylvania concentrated arc lamp (1), Fig. 51, a high angular magnification reading 17 VI Fig. 51 Recording system A telescope (2), and a recording drum carrying photosensitive paper (3). The drum revolved at a rate of one revolution per hour and was driven by a syncronous clock motor. The light generated by the concentrated arc lamp was directed by the telescope unto the front surface mirror (2),(Fig. 47) of the creep device and the reflected rays were focused a$ a point on the camera drum standing next to the light source and the telescope. Thus, the rotation of the mirror as the specimen strained was recorded continuously on the camera drum. The recording apparatus was properly enclosed in a tent to eliminate clouding of the record. A side view of the instrument is seen in Fig. 52. Calibration 6f jhe torsion spring: The tungsten wire torsion spring was calibrated by attaching a body of known moment of inertia on the hypodermic tubing with the mirror and the pointer removed, and determining the frequency of the free oscilations. From such a test the stiffness of the torsion spring was obtained as k = 6.7038 x 10-3 II. grf - cm/rad TIE SPECIMENS Method of preparation of specimens: The raw material for the specimens was the #7740 pyrex glass of Corning with an average composition of Sio2 80%, B203 145, Na20 4%, and Al0 2 . This glass was readily obtainable in 1.5 mm. diameter tubes of 12 inch lengths under the name of melting point tubes. The specimens were prepared by softening a small section in "U' ~1 Fig. 52 Side view of creep apparatus 99 the center on a flame and drawing the diameter down to the desired size. After lon hours of tedious hand drawing, it was decided that specimens of sufficient uniformity, symmetry, and thinness in wall could not be obtained by hand. A mechanical device was then constructed which was capable of producing more uniform, symnetric, and thin walled tubes. The device can be seen iji Figs. 53 and 54. The glass tube (1) is held from both ends by elastic chucks (2). The two grips are rotated at the same speed by a gear arrangement while a small section in the center is softened by a hot flame with-a sharp point. When the heated sectin of the tube assumed an orange color, the flame was removed and the driwing motor was abruptly stopped. The sudden deceleration disengaged the shafts from the driwing collors, and the compressed springs threw the shafts out a prescribed distance until they were stopped by plasticine covered bumpers. To obtain thin walls at the test section the glass tubes were sealed at both ends before drawing. When the center portion was heated during drawing, a slight air pressure inside the tube prevented the thickening and gradual collapse of the wall. In this fashion wall thickness to radius ratios in the neighborhood of 1/10 were easilt obtained. Fig. 53 shows the device in the compressed and Fig. 54 in the extended condition. Two such drawn filaments can be seen in Fig . 55 while Fig. 56 shows a view of a typical tube under the microscope. It can be seen that the wall thickness is but a few microns. Inspection and measurement of specimens: The uniformity of the specimens was checked roughly after drawing by bending the central section. As the bent section was moved from end to end the change in the radius of 100 Fig. 53 Filament drawing device in compressed position Fig. 54 Filament drawing device in extended position 101 ~j~*: Fig. 56 Photomicrograph of typical tube Fig. 55 Tubular torsion creep specimens 102 curvature was noted. Only specimens with very small radius of curvature were accepted. Despite every precaution, and extreme care, however, specimens could be brought only within 10% deviation on the diameter. The final measurements of the inside and outside diameters were made within a few microns accuracy under a large metallograph, see Fig. 56. Diameter measurements were made at points one centimeter apart all along the gauge length. Since the diameter of the specimens decreased gradually from the parent 1.5 mm size to the diameter of the test section, the question of what to call the gauge length was settled by plotting the area moment of inertia of a typical specimen from the value at the uniform test end to the uniform large end over the varying conical portion, as seen in Fig. 57. From this plot it was decided that the gauge length should be taken 2.2 centimeters less than the shoulder to shoulder distance. 103 DISTANCE Fig. 57 FROM SHOULDER , CM. Contribution to the angle of twist of the ends of the specimens CHAPTER XI EXPERYIENTAL RESULTS I. GENERAL DESCRIPTION OF TESTS The primary objectives of the tests were to a) check the temperature dependence of the asymptotic value of the elastic-after-effect and the viscosity, b) determine the activation energy spectrum for the process. In view of the fact that the geometry of the specimens as well as the composition (*) at the test section could not be reproduced, all the tests were carried out with the same specimen. The outside and inside diameters of the specimen were measured under a microscope at one centimeter intervals all along its length. Since it is impossible to wait until the kinetic processes die out, the tests at low temperature were basically of a short time nature. A typical test history was as follows: The test specimen was stabilized for ten hours at 5100 C in a seperate furnace, it was then cooled to room temperature and was mounted into the creep apparatus. After the temperature of the furnace came to an equilibrium, the level of the oil in the damping basin (5), Fig. 50, was lowered leaving the filament and specimen system Although great care was taken in drawing the specimens quickly before the flame showed any yellow coloring, the variation in creep between seemingly identical specimens was large. 105 entirely free. The system was then wound up by turning the lower end (9) around to give the upper pointer (4) the desired number of revolutions. Care was taken not to over stress the specimen in any way by accidental over winding or by excessive vibrations. After the winding was completed, the level of the oil in the damping basin (5) was raised to damp out the unavoidable vibrations. The final adjustment to bring the light on the desired place of the camera drum was made by turning the lower end (9) around slightly. The total angle of twist from the start to this moment was recorded from the goniometer (10). A seperate stop watch was used for the determination of the time reference. Since the process starts as soon as winding commences, the stop watch was started simultaneously with the winding. After the light beam was brought on to the camera drum and recording began, a time marking was put on the record by intersecting the light beam while simultaneously stopping the watch. This gave the time reference on the record. Because of the time required for winding the specimen, the initial portions of the creep curves were never captured. The problem of seperating the elastic deformation from the elastic-aftereffect in the goniometer reading was resolved as follows. After the twelve hour test under stress the heating was stopped, and the specimen was cooled under stress as rapidly as possible to a temperature in the vicinity of -100 C to freeze nearly all thermally activated processes. This was achieved by removing the furnace (7) from around the furnace tube, breaking the vacuum and using the vacuum pump now to suck through opening (8) liquid nitrogen vapor which cooled the specimen to a temperature in the vicinity of -1000 C. The anamolous deformations due to the variation 106 of elastic modulus with temperature were eliminated by moving the light back to the same point on the recording camera during the process of cooling. When the specimen was now unwound at this low temperature, the thermally excited processes were frozen in so that the deformation immediately recovered upon unloading was the elastic part. After the elastic part was established, the temperature was quickly raised to the test temperature and normal recovery proceeded, as usual. This constituted the twelve hour recovery test. The viscous part of the creep under stress was seperated by plotting the creep curves under stress and recovery creep and subtarcting the latter from the former. The viscous deformation was then subtracted from the creep curve under stress to determine the delayed elastic deformation. A ten hour annealing or stabilization test at 5100 C between tests assured a virgin and a nearly identical structure for each test. Since this temperature is 50 C below the strain point and because the nature of the tests, no first order changes occured in the geometry of the specimen. In this fashion the errors due to measurement and reproducibility of structure were kept constant in the first case and eliminated in the second case. II. EFFECT OF TEMPERATURE ON THE DEFORMATION The theory of the elastic-after-effect(35) predicts that the asymptotic value of the total delayed elastic strain is inversely related to tempera- (35)Cf. ante. p.64 1 107 01 x NIVHILS COiSVw1- 03AV-130 Fig. 58 Delayed elastic creep at various temperatures 108 20 10 19 10 18 10 175 200 225 TEMPERATURE, 250 275 *C Fig. 59 Variation of viscosity with temperature 300 109 ture. Unfortunately this could not be varified with the twelve hour experiments at low temperature. The specimen whose dimensions are given in Table I was used for these tests. The reason for choosing a range from 1750 C to 2750 C is that short time tests at lower temperatures do not give very useful information because most of the activation spectrum never contributes anything to the strain. At temperatures highr than 3000 C the process is quite rapid and now requires reseting the image of the light on the camera drum at short intervals. The procedure of carrying out the experiments was described in part I of this chapter. The delayed electic deformation at these temperatures resulting from this series of tests can be seen Fig. 58. The appearently anamolous behavior of the curve at 5230 K has no physical meaning and probably results from an error made in determining the zero point. A general trend of increasing deformation with temperature can be observed. The change of viscosity of this structure is plotted in Fig. 59. The viscosity for the test at 1750 C could not be determined because the recovery creep curve at 40,000 seconds still showed effects of the initial chilling -operation. The viscosities check well with those in the literature,(36) and are some of the highest values ever recorded. (36 )Pearson, S. Ibid. p. 112 Ti 110 TABLE DIENSIONS I OF SPECIVEN 1 Outside Diameter microns Inside Diameter microns 182 159 133 116 123 106 118 100 118 103 118 103 123 106 106 91 110 94 112 97 109 94 106 91 106 91 106 93 112 96 118 103 137 118 206 178 111 III. DETERMINATION OF THE ACTIVATION ENERGY SPECTRUM Since the inversion process described in Chapter IX could not be performed from lack of a proper creep curve, a different, more direct experimental method had to be resorted to. The method consists of running a high temperature (3000 C ) creep test as usual, at the end of 24 hours cooling the specimen -1000 C and untwisting it at that temperature, then permitting it to recover at steps of increasingly higher temperatures. The temperature was increased one step only after the rate of recovery at the lower temperature had become very small. In this fashion the recovery spectrum was eaten away step by step, the amount of recovery taking place at each step being an indication of the height of the corresponding column in the activation energy spectrum. A new specimen the dimensions of which are given in Table II was used for these tests. As usual the specimen had been stabilized at 5100 C for ten hours prior to testing. The creep at 3000 C lasted for 24 hours. The recovery time at different temperatures after unwinding at - 10 0 0 C is given in Table III. The resulting recovery creep curves can be seen in Fig. 60. By a simple process of conversion (37) the qctivation energy spectrum Cf. post can be obtained from the results of Fig. 60. This spectrum p. 117 (*)Or the part of the spectrum that has contributed to the creep test under stress. 112 0 2 4 6 8 10 012 14 16 18 20 6/3~ K 22 RECOVERY 60000 40000 20000 TIME , SECONC 2 Fig. 60 Step by step recovery of a pre strained specimen 113 TABIE DIlNSIONS II OF SPECIFEN 2 Outside Diameter microns Inside Diameter microns 194 160 139 118 124 100 116 97 112 94 112 94 112 93 105 88 103 86 108 88 110 92 109 91 109 90 112 94 118 98 132 110 188 159 114 can be seen in Fig. 61. TABLE Temperature III Time at Temperature seconds Converted Absolute Recovery Time 24"0 43,680 1000 C 44,520 1750 C 41,340 41,387 2500 C 86,820 86,933 3250 C 89,160 89,610 4000 C 59,820 60,654 "t 43,680 seconds 44,521 I" 115 -5 8x10 -5 6x10 -5 4x10 -5 2 x 10 20 ACTIVATION Fig. 61 30 ENERGY, 50 40 K-CAL / MOLE Activation energy spectrum as determined from Fig. 60 60 CHAPTER XII DISCUSSION OF RESULTS I. THE TEMPERATURE DEPENDENCE TESTS As was repeatedly mentioned before, the high temperature tests did not show the predicted fall in the "asymptotic value" of the elastieafter-effect primarily because in short time tests the asymptotic value is never reached. To give the theory a fair test, creep tests should be performed at a high enough temperature where relaxation times are short enough to make it feasible to wait until the process dies out, and yet at a low enough temperature where stabilization times for the establishment for the equilibrium configuration are much longer than the test period. A temperature range about 500 C below the transformation region may be the answer to this. The viscosities observed from these tests are of the order of 18 19 10 - 10 poises. The very rapid rise of the viscosity with dropping temperature is characteristic of a strongly associated liquid like glass. In this temperature range and lower for all intents and purposes glass can be considered as a rigid elastic solid. Its viscous properties contribute negligibly little to its behavior under moderate engineering stresses. Manifestations of viscosity can only be observed by highly sensitive special apparatus or under enormously large stresses like those under very sharp pointed diamond indenters. 117 II. ACTIVATION ENERGY SPECTRUM The activation energy spectrum was calculated from the recovery creep curves of Fig. 60 as follows: The general equation for recovery creep is drw 2 - df elc(P~ V01 e-..k.F kT If the equilibrium spectrum f ( (23) is written in terms of the spectrum which is potentially contributive to strain §() at a given temperature and stress, where the latter can be defined as ) (t 4-(('0)- 4,y (*) then, the equation (23) is simplified to "r- .5 2 ((p) e e T-d~ (23a) 0 Integration with respect to time gives YAt (24) 0 The term in brackets - z-vfeEkT f f eq ) is the final shape of the spectrum at infinite time for the favorably oriented ions. 118 is termed the eating function because of its characteristic operation on the activation spectrum. For a given activation energy C , the function S goes from zero to unity as time progresses. Moreover, the rise in the function S is more rapid for lower activation energies which is synanemous with saying that points with lower activation energies have shorter relaxation times. From this one can see that the function S is very nearly a unit step function which advances in the direction of high activation energies as time advances. See Fig. 62. For a certain temperature the rate of advancement slows down at a certain activation energy, and progresses increasingly slower from there on. At this time the function S will have eaten away the portion of the activation spectrum falling below the point where it has slowed down. See Fig. 63. Now, when the temperature is increased, there is a new surge, and the function S accelerates in eating away from the recovery spectrum until it is slowed down again at a higher activation energy. This is what the integral in equation (24) means, and the explanation for Fig. 60. Clearly then, if the frequency for the ionic vibration 4 is known, one may get an indication where the function S slows down in the activation spectrum. For the purpose of interpreting Fig. 60, % was assumed to be 10 3 per second. This value was picked from Rbtger's internal damping results on Jena glass which is very similar to pyrex in composition. The heights in the spectrum in Fig. 61 were then obtained by dividing the incremental total recovery creep strain by the activation energy (38)R8tger, H., Ibid. p. 198 119 ACTIVATION ENERGY Fig. 62 The "eating function" S -V / / / / / / / / / / / / / / J ACTIVATION ENERGY Fig. 63 A partially used up activation energy spectrum 120 increment, and normalizing this curve afterwards. here that the normalized spectra (((40)and f 0() It may be pointed out are identical. CHAPTER XIII CONCLUSIONS The creep apparatus proved to be well suited for carrying out investigations on the structure of glass by means of creep and recovery tests on tubular glass filaments. A method was perfected for drawing the specimens and varying their configurational order. The general findings of this series of tests are briefly enumerated below. 1. The inverse effect of rise in the asymptotic value of the delayed elastic effect could not be observed in the short time, low temperature experiments. 2. The viscosities at the 2000 C to 3000 C range of a structure stabilized at 5100 C were of the order 10 3. - 10 19 poises. The activation energy spectrum for a 5100 C stable structure was determined from a set of relaxation experiments which consisted of step by step thawing of a pre strained specimen. The peak of the spectrum appears to be at 48,000 calories per mole. ITi PART DIFFERENTIAL III REFPACTOVETER (STRESS METER) CHAPTER DIFFEENTIAL XIV REFRACTOMETER (STRESS METER) The following portion of the thesis deals with the design of an instrument for the measurement of the residual surface stress on tempered glass. This work is a direct continuation of this investigator's Masters degree thesis which contained an analysis of the feasibility of the method. I. THE PROBLIEM Statement of the problem: The purpose of this work was to design an instrument which could measure the residual surface stress on tempered glass in a rapid and non destructive manner. Importance of the problem: The measurement of residual stress on tempered glass resulting from the chilling operation is of great interest to the glass industry. The method which was used hitherto consisted of determining the relative retardation of light sent through the plate parellel to its surface at different depths. In this fashion the stress can be determined at every point starting from the tensile stress in the interior to the compressive stress at the outer layers. The stress at the (39)Argon, A. S., M. I. T. Masters Thesis in Mechanical Engineering, (1953) 124 very surface is then obtained by extrapolating the curve outward. It can be seen that this method has serious shortcomings. It is laborious, it is not capable of giving direct surface measurements, and worst of all it can not be applied to a commercial plate of large dimensions, as well as curved plates. The method of scattered light from a narrow beam was tried by Casella and Resnick.(40) Their results were only qualitative and of limited use. With the present instrument it is possible to make direct, rapid, and nondestructive measurements of the surface residual stress on nearly any size glass plate, as long as the surface is smooth. The instrument works on the principle of critical angle refractometers, the difference being that absolute measurements are sacrificed for high sensitivity at a given range. II. FUNDAMENTAL THEORY Definition of terms used: An elementary and detailed treatment of the fundamental concepts of light, birefringence of crystals, and birefringence of stressed media is given in this investigato's Masters thesis 41) Theory: It is well known that many crystals with optical properties exhibit birefringence, and that isotropic media with optical properties become birefringent when they are subjected to stress. The anisotropy resulting from the applied stress can be given by the following general (40)Casella, Resnick, M. I. T. Bachelors Thesis, (41)Argon, A. S., _p..ij. (1951) 125 equatio ns-4. (42) + C( y+G) 2y z n -x n0 = C x (25a) n -n 0 =C (25b) nnz n = C1 z ++ 2(+Cr) x+C ~ o x) (25c) Where the x-y-z system of axes refers to the set of principal stresses ', I~, (z. The left hand side of these equaltions gives the the change in the refractive index resulting from the applied stresses. C and C2 are stress optical constants. For a large plate of tempered glass having the x-y plane as its surface, these relations simplify in view of the fact that IT = q- and x y Cf = 0 on the surface. So that, n - nn = + nz - o = 2C2 2 x = (C + C x x (25a, b) (25c) If no is eliminated between (25a, b) and (25c), n - n (C - C2) (26) This indicates that it may be possible to measure the stress on the glass by measuring its birefringence refractometrically. The highest commercial temper stresses on glass are in the vicinity of 2 x 104 psi., (42)Drucker, D. C., Handbook of Experimental Stress Analysis, p. 931, (1950) 126 while the differential stress optical sensitivity for soda glass is only 2.7 brewsters, or 1.86 x 10~ /psi. Thus, the highest temper stress causes a change in the refractive index of two units in fourth decimeal place. The best commercial refractometers can do no better than an uncertainty of one unit in the fifth decimal place. This would mean an error of roughly 5 per cent. It is possible, however, to design a refractometer which has high differential sensitivity at a sacrifice of absolute measurements. The instrument which will be ellaborated in later chapters was designed along these lines. Other potentialities of this stress meter in the field of classical photoelsticity will be dealt with in the concluding chapter. CHAPTER METHOD OF XV PROCEDURE Before the details of the design of the differential refractometer are discussed, a brief review of critical angle refractometers will be made. I. CRITICAL ANGLE REFRACTOMETERS A critical angle refractometer has two fundamental parts: a) the refracting prism, b) the viewing telescope. The working principle of a critical angle refractometer is illustrated in Fig. 64. Prism A has a refractive index ND which is larger than the refractive index nD of the body B. A bundle of monochromatic rays is incident on the contact surface y-y. Rays having an angle of incidence less than C4 are partly reflected at y-y, and are partly refracted into body B. Rays having an angle of incidence larger than o< , are totally reflected at y-y. If the reflected rays leaving surface y-y qre viewed through a telescope focused at infinity, two regions of different brightness seperated by a sharp boundry are seen in the field of view. This is due to the sharp change of intensity of the reflected light at the critical angle. Here the function of a telescope with infinity focus is to group rays of equal intensity (making the same angle with the normal to the reflecting surface) into points on the back focal plane of the telescope. In ordinary refractometers the 128 ANo N y BP1 Fig. 64 Refracting prism of a refractometer AIR ny y B no Fig. 68 Refracting prism of differential refractometer 129 G A5 A, ," 141 bL; Fig. 65 The Abbe Refractometer 130 telescope is attached to a goniometer, permitting a direct reading of the critical angle, see Fig. 65. Since the refractive index of body A is known, the index on the test body can be calculated from Snell's law of refraction. II. DIFFERENTIAL REFRACTMETER (STRESS METER) The stress meter, a cross sectional view of which appears in Fig. 66, functions on the same principle as a refractometer. Here it is attempted to increase the sensitivity of the refractometer by a suitable choice of refracting prism. The different parts of the instrument are as follows: 1. 100 watt mercury-arc light source 2. Lamp housing 3. Front surface mirror 4. Adjustable condenser lenses 5. Main light tube 6. Wratten 77 filter in "A" glass 7. Iris diaphragm 8. Sliding carriage fer the main light tube 9. Adjusting screw for the above carriage 10. Leaf spring backing carriage 8 11. Tiltable front surface entrance mirror (*)Numbers refer to those in Fig. 66 131 90, -0 I12) Fig. 66a Cross section of stress meter 132 A Fig. 66b Side view of stress meter 133 12. Mirror tilting screw 13. Polaroid filter with axis at 450 to surface of glass plate 14. Refracting prism 15. Exit mirror tilting screw 16, Tiltable exit mirror 17. Telescope carriage adjusting screw 18. Sliding telescope carriage 19. Polaroid analyser 20. Telescope objective 21. Telescope tube 22. Pinion wheel for focusing adjustment 23. Eyepiece tube 24. Screwed ring carrying reticule 25. Reticule inserted at back focal plane 26. Eyepiece The general frame of the prism housing is in direct contact with the glass to be tested. The refracting prism sits on the glass by its own weight. In this fashion a uniform thickness of the contact liquid is assured. The light of the mercury-arc lamp is reflected into the main light tube, and is filetered by a Wratten 77 filter which absorbes effectively all the characteristic peaks of mercury vapor light except the green at 5461 R. The monochromatic light is focused on the center of the contact surface between prism and glass by the set of three convex lenses. 134 The reflected light leaving the prism is reflected by the tiltable front surface mirror into the analyser and telescope tube. The analyser permits extinction of one boundry while the position of the other is read. This procedure proved very handy in measurements on curved glass where the quality of the surface is poor, resulting in a fuzzy image. The distance between the two characteristis total reflection boundries is read directly by means of a reticule. The appearence of the field of view illustrating the stress bands for glasses with various degrees of temper stress can be seen in Fig. 67. The design information and the functioning of the instrument is given in Chapter XVI. Fig. 67 Stress bands in the field of view of the stress meter CHAPTER DESIGN OF DETAIIS XVI THE STRESS METER The details of the design of the stress meter are handled below in the order of their importance. I. REFRACTING PRISM The sensitivity of a refractometer to changes in refractive index in the test material can be increased considerably by the proper choice of the glass and geometry of the refracting prism. Fig. 68 shows a refracting prism in contact with a glass of index n. The refractometric sensitivity can be defined as the rate of change of with refractive index n, at the critical angle of the surface y-y. Sensitivity = (27) From Snell's law of refraction, / Ctox (28) CeO-O Clearly, then, the sensitivity can be increased by: a) bringing the refractive index ND close to nD so that cto V will become very small, or, 137 b) choosing an appropriate vedge angle 0 so that P will be large, giving the same result. Although both possibilities are potentially capable of improving the sensitivity, the first one has fewer limitations. As the refractive index N approaches nD, the view becomes less contrasty. Below a certain level of contrast the changes in intensity due to interference effects of the film of the contact liquid obscure the characteristic boundry. Furthermore, the commercial awailability of optical glasses for prisms having indices in this range is limited. For these reasons an extra light flint glass of refractive index ND = 1.5415, supplied by Bausch & Lomb Co. was used for the prism. This gives a critical angle with ordinary plate glasses of approximately 810. From previous analysis effect of the large exit angle it became clear that the beneficial could not be utilized because of the general shape of the light intensity curve leaving the prism. When 1 approaches 900, C< approaches the critical angle of the exit surface, and the intensity of the refracted light leaving the prism drops sharply. Thus, the step in the intensity curve due to the primary total reflection at surface y-y is completely overshadowed by the general very rapid drop of the intensity of the light leaving the prism. For this reason and for simplicity in manufacturing, the angle (43)Argon, A. S., Loc. _cit 0 was chosen to be 900. 0 138 II. THE TELESCOPE The telescope was made by combining a 29 cm. focal length front element of a convertible Protar photographic lens and a 30x Bausch & Lomb Balscope Sr. telescope eyepiece. A reticule of 20 lines per millimeter was inserted at the back focal plane for direct measurement of the distance between the characteristic total reflection boundries. III. OTHER OPTICAL PARTS The mercury arc lamp together with its proper transformer, and the three convex lenses were secured from Central Scientific Co. in Cambridge. The Wratten 77 filter was purchased from Eastman Kodak Co. The large front surface mirror (3), and the optically flat small front surface entrance and exit mirrors were ordered from A. D. Jones Optical Co. in Cambridge. The optically flat polaroid analyser was obtained through the Polaroid Corporation in Cambridge. All metallic parts of the instrument were constructed in the Materials Division workshop at the Institute. CHAPTER CALIBRATION I. OF PROCEDURE THE OF XVII STRESS YETER CALIBRATION A special loading device was constructed fro the direct calibration of the stress meter. A prism of optical crown glass of refractive index nD = 1.523 and having dimensions 1 x 2 x 3 inches was used as the specimen. One of the 2 x 3 inch surfaces was optically flat within one wave length of light. Measurements with the stress meter were made from this side. Fig. 69 shows the calibration set up consisting of loading device (1), test block (2), stress meter (3). The test piece was compressed across its 1" x 2" face in a vertical compression device in a polariscope to determine the stress optic constant of the prism. The calibrated prism was then compressed in a special compression device shown in Fig. 69 in a horizontal position bearing the stress meter on the optically flat surface. Thus, it was possible to observe the load on the prism and the birefringence of the surface simultaneously. Bending of the prism was eliminated by maintaining the stress pattern in the polariscope symmetrical. The resulting calibration curve can be seen in Fig. 70. From the exact dimensions of the cross sectional area (0.996" x 1.944"), the stress constant of the stress meter is evaluated as 140 r Z,,u 4 / an t0 '01h, Fig. 69 Calibration set up for stress meter 141 0 2 EYEPIECE 4 6 MICROMETER 8 READING Fig. 70 Calibration curve of stress meter 10 142 k = 946 + 50 psi/ eyepiece division The measurement of the stress band in the eyepiece field was made by extinguishing one boundry while reading the position of the other. It was found that this method gives more reliable and reproducible results. II. ACCURACY It is impossible to read the positions of the boundries of the divided field closer than one half of one division, corresponding to about 500 psi., i.e. about 2% of commercial temper even when the glass surface on which the measurement is made is optically flat. This limitation on the accuracy results from the fact that the boundry is not a sharp one but instead a series of alternating dark and light bands characteristic to Frauenhoffer type diffraction phenomena, see Fig. 67. Since in most cases the diffraction bands do not appear as a result of poor surface conditions, the boundry has a fuzzy appearence. As would be expected the quality of the view is more severely influenced by surface striations which could hardly be seen with the naked eye, than by large gradual waviness. Measurements on wavy surfaces showed that the error of measurement is the same as for an optically polished surface, i.e. 1/2 scale division, if the surface striation is parallel to the optical plane of the instrument. For transverse surface waves, however, the error is increased to one division and occasionally to higher values. 143 A difference between the base refractive index of the calibration prism and the glass to be tested would constitute another source of error. If the bulk refractive index of the test glass is known, a correction factor to be multiplied with the stress constant can be used to eliminate this error. It can be shown that this factor is 2 nD N no 2 ND 1 - n 2 2 nD where N = 1.5415, refractive index of the prism of the stress meter n = 1.5230, refractive index of the calibration prism nD= bulk refractive index of the test glass CHAPTER XVIII CONCLUSIONS The stress meter which has been described is capable of rapid, nondestructive determination of residual surface stress on tempered glass, with little limitations as regards form. The accuracy of measurement of high degrees of temper under normal conditions is 2-3%. This only a small gain over the power of a first grade commercial refractometer. The main advantage of this instrument is then, more in the direction of the direct applicability of the refractometric method with a simple design to the problem of measurement of residual surface stresses on glass. The method is potentially appliacable to non transparent but reflecting glassy surface layers. A very promising application in the field of classical photoelasticity can also be envisioned. The stress meter reads the stress in the surface layer acting across its optical plane. Since the refractive index is not effected by shear stresses but only by normal stresses that produce dilation, in a two dimensional stress field like that encountered in photoelastic models the stress meter will read directly the magnitude of the normal stress acting across the optical plane. By rotating the instrument around the surface normal passing through the point of interest on the photoelastic model, it is possible to determine the normal stresses at this point in several different directions . Then by the use of a Mohr 145 circle construction akin to strain rosette methods it would be possible to determine the complete stress picture at a point. This method of determination of stresses will obviously never take the place of a polariscope picture, but it may be at least a powerfull tool to suplement it. BIBLIOGRAPHY Argon, A. S., "A New Optical Method for the Measurement of Residual Stress in Tempered Glass", M. I. T. Masters Degree Thesis, (1953) Auerbach, F., Ann. Physik. Chem., vol. 53, p. 1000, (1894) Bachman, G. S., see Fitzgerald, J. V., K. M. Laing, and G. S. Bachman Bernal, J. D., Transactions of the Faraday Society, vol. 33, p. 27, (1937) Casella & Resnick, Application of Narrow Light Beams to the Photoelastic Stdy of Tempered Glass, M. I. T. Bachelor's Thesis, (1951) Douglas, R. W., "Relation Between Physical Properties and the Structure of Glass" Parts I and II, Journal of the Society of Glass Technology, vol. 31, pp. 50-89, (1947) Drucker, D. C., Handbook of Experimental Stress Analysis, M. Hetenyi editor, p. 931, Wiley (1950) Eyring, H., Journl of Chem. Physics, vol. 4, p. 283, (1936) Fisher, J. C., J. H. Hollomon, Metals Technology, vol. 14, T. P. 2218, (1947) Fitzgerald, J. V., K. M. Laing, and G. S. Bachman, "Temperature Variation of the Elastic Moduli of Glass", Journal of the Society of Glass Technology, vol. 36, pp. 90-104, (1952) 147 Kinetic Theory of Liquids, Oxford University Press, (1946) Frenkel, J., Hertz, H., Gesanmelte Werge. vol. 1, p. 155, (1895) Hollomon, J. H., see Fisher, J. C. and J. H. Hollomon Huber, H., Annalen der Physik, vol. 14, p. 153, (1904) Jones, G. 0., "Viscosity and Related Properties in Glass", Reports on Progress in Physics, vol. 9, p. 136, (1948) "Determination of the Elastic Viscous Properties of Glass at Temperatures Below the Annealing Range", Journal of the Society of Glass Technology, vol. 28, pp. 432-462, (1944) Kirby, P. L., Journal of the Society of Glass Technology, vol. 37, p. 7 (1953) Kohlrausch, F., "lUeber die Elastische Nachwirkung bei der Torsion", Pogg. Ann. Physik, (4), vol. 29, p. 337, (1863) "Beitrdge zur Kentniss der Elastischen Nachwirkung 2 , Pogg. Ann. Physik, (5), vol. 8, pp. 1, 207, 399, (1866) "Experimental Untersuchung fiber die Elastische Nachwirkung bei der Torsion Ausdehnung und Biegung", Pogg. An. Physik, (6), vol. 8, pp. 337, (1876) Kohlrausch, R., "Theorie der Elektrischen Rtickstandes in der Leidener Flasche", Pogg. Ann. Physik., (4), vol. 1, pp. 56, 179, (1854) 148 "Nachtrag tiber die Elastische Nachwirkung beim Cocon, und Glasfaden etc", Po.g. Ann. Physik, (3) vol. 12, p. 393, Krutter, H., (1847) see Warren, B. E., H. Krutter, and 0. Morningstar Laing, K. M., see Fitzgerald, J. V., K. M. Laing, and G. S. Bachman Lillie, H. R., Journal of the American Ceramic Society, vol. 14, p. 502 (1931) Journal of the American Ceramic Society, vol. 16, p. 619,(1933) Journal of the American Ceramic Society ,vol. 17, p. 43, (1934) Journal of the American Ceramic Society, vol. 19, p. 45, (1936) Morningstar. 0., see Warren, B. E. , H. Krutter, and 0. Morningstar Murgatroyd, J. B., R. F. R. Sykes, "The Delayed Elastic Effect in Silicate Glasses at Room Temperature", Journal 'of the Society of Glass Technology, vol. 31, pp. 17-35, (1947) Orowan, E., "Creep in Metallic and Non Metallic Materials", Proceedings of the First National Congress on Applied Mechanics, pp. 453-472, (1951) Pearson, S., "Creep and Recovery of a Mineral Glass at Normal Temperatures", Journal of the Society of Glass Technology, vol. 36, pp. 105-114, (1952) Peyches, I., "The Viscous Flow of Glass at Low Temperatures", Journal of the Society of Glass Technology, vol 36, pp. 164-180, (1952) 149 Powell, H. E., F. W. Preston, Journal of the American Ceramic Society, vol. 28, pp. 145-149, (1945) Preston, F. W., see Powell, H. E. and F. W. Preston Resnick, Casella and Resnick see Rtger, H. von, "Elastische Nachwirkung durch Wgrmediffusion und Materiediffusion", Glastechnische Berichte, vol. 19, p. 192, (1941) Simha, R., "On Relaxation Effects in Amorphous Media", Journal of Applied Physics, vol 13, pp. 201-207, (1942) Smith, C. L., "A Theory of Transient Creep in Metals", Proceedings of the Physical Society, vol. 61, pp. 201-205, (1948) Sykes, R. F. R., see Murgatroyd, J. B., R. F. R. Sykes Warren, B. E., H. Krutter, and 0. MIorningstar, Journal of. the American Ceramic Society, vol. 19, p. 202, (1936) Weber, W., "Ueber die Elasticit~t der Seidenfeden", Pogg. Ann. Physik, (2), vol. 4, p. 247, (1835) "Ueber die Elasticitet Fester K8rper", Pogg. Ann. Physik, (2), vol. 1, p. 24, (1841) Wiechert, E., "Gezetze der Elastischen Nachwirkung ffir Constante TemperatuD", Wied. Ann. Physik, vol. 50, pp. 335, 546, (1893) APPENDIX AN ALTERNATIVE WAY OF I PRESENTING SURFACE STRENGTH RESULTS Fig. 71 shows an alternative way of presenting the results of a surface strength test. Each indentation is plotted as a seperate point. For a given ball diameter D, the ordinate of a point gives a measure of the load it withstood whereas the abscissa shows the variation in the position of fracture. The contact circle is plotted as a curve to show the relation between contact and fracture circles. The slope of a line connecting the origin to the point of interest in the figure is proportional to the Hertz stress at the surface. 151 6 - *0 0 12 i- 10 0*. P/D 2 /0 e SO 0 0,* * 0 * 4p 2 - 0L 0 0.01 0.02 0.03 2 (df/ D) Fig. 71 Indentation histogram 0.04 0.05- 0.06 APPENDIX THEORETICAL LIKELIHOOD AWAY FRON OF THE II FRACTURE AT A DISTANCE ORIGIN The indentation stresses outside the contact circle at various depths close to the surface can be approximately determined by keeping terms linear in z in equation (2). The change in radial stress as a function of distance at certain depths is illustrated in Fig. 74. Fig. 71 shows the locus of zero radial stress as a first approximation. Considering the radial stresses alone, the function (f (defined as the difference between the rates of release of elastic energy and the rate of increase of surface energy for a growing crack) may be plotted for various depths. If the depth of interest is taken as one micron which would be of the order of the average Griffith cracks encountered in the Hertz experiment, Fig. 45 results. 4 i 153 0.2 r 3P 1ra 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 I/a Fig. 72 Variation depths of the radial below the tensile stress surface at various n = r/o 0 1.0 1.3 1.2 1.4 1.5 0.1 l= Z/O 0.2 0.3 Fig. 73 Locus of zero radial stress and its straight line approximations BIOGRAPHY OF THE AUTHOR The author was born in 1930 at Uzunk8pru, Turkey. He has attended normal secondary schools in Turkey, and in the year 1948 graduated from the Gazi Lycee in Ankara with top honors in his class. He then came to the United States for higher education, and in the year 1952 graduated from Purdue University "with distinction", receiving a B. S. degree in Mechanical Engineering. He continued with his further specialization at the Massachusetts Institute of Technology wherefrom he received an S. M. degree in the year 1953 This thesis entitled "Investigations of the Strength and Anelasticity of Glass" is in partial fulfillment for the requirements of his doctoral study at the Massachusetts Institute of Technology. The author is a member of the following honor societies: Phi Eta Sigma, Pi tau Sigma, Tau Beta Pi, Sigma Xi (associate member).