n h r FACTORS AF'F TING Till OF RAIR.EO EFFECT OF I E'PEATf CYCLES OF FREEflM AN THAWING ON CERTAIN STEt 'M h1 .PROPER . OF PAPREG INFORMATION REVIEWE D AND REAFFIRMED. 1962 No. 1521-C T COPY Please return to- ; Wood Engineering Researc h Forest Products Laborator y Madison, Wisconsin 5370 5 I1 ., : l f Illlfll :lllll'Illtlflllfll 11111 11!!1!1 11111111r ,! I FOREST PRODUCTS LABORATOR Y UNITED STATES DEPARTMENT OF AGRICULTUR E FOREST MADISON 5 , WISCONSIN In Cooperation with the 5ErVi i r _SW FACTORS AFFECTING THE STRENGTH OF PAPREG-' 2 Effect of Repeated Cycles of Freezing and Thawing- on Certai n Strength Properties of Papreg By H. R . MEYER, Enginee r and E . C . O . ERICKSON, Enginee r Forest Products Laboratory, 4 Forest Servic e U . S . Department of Agricultur e Summar y This report presents the results of approximately 800 strength tests t o determine the effect of repeated cycles of freezing and thawing on th e tensile, compressive, bending, and bearing properties of papreg . The tests included cyclic changes in temperature of approximately 110 ° F . on relatively dry, normal, and wet papreg . The number and type of cycles varied from a few cycles consisting of a short freezing period an d a long thawing period to a large number of cycles of short, equal period s of freezing and thawing . -This is one of a series of progress reports prepared by the Fores t Products Laboratory relating to the use of wood in aircraft issued i n cooperation with the Army-Navy-Civil Committee on Aircraft Desig n Criteria . Original report published January 1945 . ?A laminated paper plastic made by Forest Products Laboratory (Improve d Standard -- June 1943) . -This report is the fourth of a series presenting the effect of aircraf t service conditions on certain strength properties of papreg . -Maintained at Madison, Wis . , in cooperation with the University o f Wisconsin . Rept . No . 1521-C -1 - Agriculture--Madison The results of the tests indicated that the freezing and thawing action ha d a negligible effect upon the strength properties of papreg covered in thi s investigation . Introductio n 5 Previous investigations- designed to simulate certain aircraft service conditions have indicated the level of certain strength properties of papre g over a wide range of temperature and humidity . Moisture effects an d temperature effects at a specific level of moisture content were each deter mined by separate studies involving only the single variable, moisture o r temperature . This investigation was designed to simulate, in part, the combined effec t of moisture and temperature as produced by rapid and repeated exposure s of aircraft materials to conditions that varied from hot, humid atmosphere s at ground level to frigid, dry air at high altitudes . Since all such possible conditions could not readily be experimentally produced, the effects of the following two freezing and thawing conditions o n papreg were investigated : (1) cyclic changes from normal to subzer o temperatures, on relatively dry papreg ; and (2) similar cyclic changes i n temperature on relatively wet papreg, to determine whether the repeate d expansion and contraction associated with the alternate freezing and thaw ing of the moisture particles in the wet papreg would decrease certai n strength properties beyond that attributable to moisture alone . Test Material The test material, which is identified as Improved Standard -- June 1943 , was manufactured by the Forest Products Laboratory from a commercia l -Forest Products Laboratory Rept . No . 1521 . Factors Affecting th e Strength of Papreg . Some Strength Properties at Elevated and Sub normal Temperatures . Forest Products Laboratory Rept . No . 1521-A . Factors Affecting th e Strength of Papreg . Effect of Accelerated Weathering on Certai n Strength Properties of Papreg . Forest Products Laboratory Rept . No . 1521-B . Factors Affecting th e Strength of Papreg . Effect of Moisture on Certain Strength Propertie s of Papreg . Rept . No . 1521-C -2- Mitscherlich type black spruce sulfite pulp . The preparation of the papre g was identical to that described in Forest Products Laboratory Rept . No . 1521 .6 The test material consisted of both parallel- and cross-laminate d flat panels, approximately 12 inches square and 1/8 inch in thickness . Selection and Preparation of Test Panel s As in previous related investigations, the papreg panels were selecte d from groups I and II (parallel- and cross-laminated material, respectively ) which are described in the aforementioned Rept . No . 1521 . Twelve panel s were taken from group I and six from group II . These panels were divided into three lots numbered 1, 2, and 3 . Each lo t consisted of four panels from group I and two panels from group II . The panels were trimmed to provide clean-cut edges, which were the n sealed with two coats of aluminum paint to retard the movement of moisture through these edges . In addition, all panels were weighed and measured before and after conditioning and at the conclusion of the last freezing cycle . Subsequent weight and dimensional changes are based on data take n before conditioning . Conditioning of Panel s The various lots were conditioned as follows : Lot 1 -- 80° F. and 30 percent relative humidity . Lot 2 -- 75° F. and 50 percent relative humidity . Lot 3 -- 80° F. and 97 percent relative humidity . One-half of the panels from each lot were conditioned for approximatel y 100 days and the remainder for approximately 130 days . The 30-day interval permitted a preliminary evaluation of test data to determine th e course of further testing . 6 -Factors Affecting the Strength of Papreg . Some Strength Properties a t Elevated and Subnormal Temperatures . Rept . No . 1521-C -3 - All conditioning was done in large rooms in which temperature and humidit y were automatically controlled . Freezing-thawing Cycle s The freezing-thawing cycle consisted of 1 hour of freezing followed by 1 hour of thawing . The freezing was done by placing the conditioned panel s in air in a mechanically refrigerated chamber in which the temperatur e varied between -20° F . and -30° F . At the end of the freezing period, th e panels were thawed in air by returning them immediately to their respective conditioning chambers . These procedures were repeated 36 times on those panels conditioned fo r approximately 100 days and 95 times on those panels conditioned for approximately 130 days . Preparation of Specimen s At the conclusion of the 36 and 95 cycles of freezing-thawing, all panel s were cut into specimens as shown in figure 1 . Six lengthwise and fou r crosswise specimens of parallel-laminated material and five specimens , lengthwise and crosswise of the cross-laminated material were provide d for each of the following tests : tension, compression (edgewise), stati c bending, and bearing . The type, dimensions, and cutting of the specimens conformed to Federa l Specification for Plastics, Organic ; General Specifications (Methods o f Tests) L-P-406, December 9, 1942, and were identical to those describe d in Forest Products Laboratory Rept . No . 1521-B . i Conditioning of Specimen s The preparation of test specimens was performed in a relatively dry atmosphere . In order to insure a uniform and specific moisture content , ?Factors Affecting the Strength of Papreg . Effect of Moisture on Certai n Strength Properties of Papreg . Rept . No . 1521-C -4- each specimen, following preparation, was reconditioned for at least 2 4 hours prior to test in the previous conditioning atmosphere of the respective panel from which it was taken . Except for the few minutes required for the weighing and measuring operations, the specimens were not exposed to test room atmospheres unti l placed in a testing machine . Testing Procedure s All tests were conducted at normal test room temperatures and humiditie s according to procedures specified in Federal Specification L-P-406 . Tes t details were identical with those described in the appendix of Forest Products Laboratory Rept . No . 1521-A . a Test Result s The results of tests to determine the effect of repeated cycles of freezing thawing on various strength properties of papreg are presented graphicall y in figures 2 and 3 by means of comparison with identical papreg similarl y conditioned but not subjected to freezing and thawing action . The solid line curves9 in figures 2 and 3 show the relationship between moisture an d several strength properties of papreg, while the plotted points represen t the average results of 4 to 6 tests at specific moisture levels after 36 an d 95 cycles, respectively, of freezing and thawing action . Hence, the difference between the points and the curves (beyond the variability of the papreg ) reflects the effect of repeated cycles of freezing-thawing . The plotted points do not depart greatly from the curves at specific moisture levels . In fact, the magnitude of the departures is largely within th e limits of variability indicated in Forest Products Laboratory Rept . No . 1319 .l An exception to this behavior occurred in the modulus of elasticit y 8 Factors Affecting the Strength of Papreg . Effect of Accelerated Weather ing on Certain Strength Properties of Papreg . 9 -Reproduced from Forest Products Laboratory Rept . No . 1521-B . 10 -Strength and Related Properties of Forest Products Laboratory Laminate d Paper Plastics (Papreg) at Normal Temperatures . Rept . No. 1521-C -5- in tension for both parallel- and cross-laminated materials after 95 repetitions of freezing-thawing . The departures in these instances amounte d to a reduction of 23 and 19 percent, which is beyond the limits of variability . In general, however, the effect of repeated cycles of freezing thawing is not significant . An inspection of the plotted data reveals that the increase in the numbe r of repeated cycles (open versus solid symbols) did not produce a trend i n the values of any specific strength property. That is, increasing th e number of repeated cycles from 36 to 95 did not bring about a significan t change in strength properties . Figure 4 shows the change in the interior temperature of the papreg durin g a freezing-thawing cycle . Observations were obtained by means of a thermocouple inserted in the edge of a panel at midthickness to a depth of about 2 inches . It may be noted that the length of time required to lowe r the temperature of the papreg to 32° F . was relatively short -- only abou t 7 percent of the total time in the cold chamber . At the beginning of th e thawing period, a similar length of time was required to raise the temperature of the papreg to 32° F . From these facts, it is evident that the tim e element of the cycle was of sufficient length to freeze and thaw the papreg , Freezing and thawing produced no visible change in the surface conditio n of the papreg . Likewise, the type of failures appeared no different tha n normal . Conclusion s The study indicated that the several strength properties of papreg covere d in this investigation are not appreciably affected by alternate freezing an d thawing . These properties included tension, compression, bending, an d bearing . Rept . No . 1521-C -6- APPENDIX Exploratory freezing-thawing tests were conducted on a group of specimens immersed in water at room temperature for periods of 2, 4, an d 8 days, respectively, for which the objective, the test material, preparation, conditioning, and testing were identical to those described in th e appendix of Forest Products Laboratory Rept . No . 1521-B . ? The specimens selected constituted the majority of those referred to i n the report as "used in tests of other service conditions . " Freezing-thawing Cycle s The freezing-thawing cycle consisted of 6 hours of freezing followed by 1 8 hours of thawing . The freezing was done in a mechanically refrigerate d chamber in which the temperature varied between -25° F . and -30° F . The thawing was done in a room maintained at 40° F . and 95 percent relative humidity . All specimens, with the exception of half of those conditioned by immersio n in water for 8 days, were subjected to six consecutive cycles of freezing thawing immediately following their respective conditioning period . Th e remaining specimens were subjected to 12 cycles . Testin g Tension, compression, and static bending tests were conducted at normal room temperatures and humidities at the conclusion of the designate d number of freezing-thawing cycles according to the procedures outlined i n Federal Specification L-P-406 . Test Result s The results of these exploratory tests showed no significant changes in th e stress at ultimate, proportional limit, modulus of elasticity, and modulu s of rupture for the tensile, compressive, and static bending propertie s when compared with like papreg not subjected to freezing and thawin g action . In addition, it was also found that increasing the number of cycle s from 6 to 12 did not change the strength properties . Rept . No . 1521-C -7 - .3-12 MACH/NE D/RECT/ON Of LAM/NATIONS T C M S C M 5 T C M 5 T C M 5 C M 5 T T 7 7 T B B B 8 8 T T M 8 C C C C 5 5 8 .5 5 M M B C 8 B II . //- PANEL N05.39,41,,45,47,53,55 PANEL N05.40, 42,46 48, 54, 56 LOT N05. /,2 . 3 CUTT/NG D/AGRAM5 FOR PARALLEL-LAMINATED (GROUPI) PANEL S 77- T T T C M 5 C M 5 M B 8 S S ,M S C M B 11 C C M B M M B M M LEGEND : T .TENSION SPECIMENS -BY9-/NCHES (BEFORE SHAP/NG) M: COMPRE55/ON SPEC/ME/V .5 i-BY/-/NCH ( FOR LILT/MAT E STRENGTH ONL Y C :-COMPRES5/ON SPEC/MEN5 /-BY4-/NCHE5 FOR OTHE R STRENGTH PROPERT/E5 ) S :STAT/C BEND/NG SPEC/iv/ENS /-BY4-/NCHE5 . B :-BEAR/NG SPEC/MENS -BY 4 -INCHES . NOTE :-/N ALL BEAR/NC SPECIMENS THE D/5TANC E FROM THE EDGE OF THE HOLE TO THE EN D OF THE SPEC/MEN /5 2 .5 HOLE DIAMETERS " PANEL /Y05.28,29,33,34,40,4 / LOT NO5 /,2 , 3 CUTTING DIAGRAM FOR CR055 L A MINATED (GROUP II) PANEL 5 Figure '1 .--Cutting diagrams for specimens taken from 1/8-inc h papreg panels after exposure to repeated cycles .of freezing and thawing . Z M 57930 F ■■■■■■.•■ 0 ■■■__■ PE E yqT 1 ■~■■►_,,, nn T 22 20 /8 n iCi: ■ . nnnnnn nnn ST s Es. nnn iti : n n eLONGR TlON ~` ■~ `_ TENS/0N 'F) ■ ■ry■■i■ 300 0 280 0 260 0 240 0 2200 2000 COMPRE55/ON(EDGEW/5E ) LI 34 ■ 1 ti 32 1 30 Z8 1116..141h l olil 300 0 280 0 EM 2600 L r 2000 26 24 II N Z2 20 E. 6 /b /4 /2 .■ nn -°v T/p ... ~■ 240 0 220 0 O ~.pE, ~~MATIflN Hp ~Er /0 8 6 0 2 4 6 8 /0 /2 0 2 4 6 8 /0 /2 /A/CREASE IN M0/STURE (PERCENT ) INCREASE IN M0/STORE (PERCENT) STATIC BENDIN G BEARING (A- -/NCH P/N) LEGEND : MO/STURE- STRENGTH RELAT/ON5H/P HUMIDITY CONO/T/ON5 ONLY) REPRODUCED FROM MIMEO /52/-1 3 - - --ARB/TRARY EXTENSION OF THE MO/STURE-STRENGTH RELATIONSHI P .-30 PERCENT RELATIVE HUM/O/T Y A-36 CYCLES OF FREEZ/NG-THAWING AFTER /00 DAYS COND/T/ON/NG AT 50°F E - 30 PERCENT RELATIVE HUMID/TY A-95 CYCLES OF FREEZING-THAW/NG AFTER /30 LAYS GONG/7/ON/NG AT 8 0 'F-50 PERCENT RELATIVE HUM/D/TV 0-36 CYCLES OF FREEZING-THAW/NG AFTER /00 DAYS COND/T/ON/NG AT 75 ' •-95 CYCLES OF FREEZING-THAW/N6 AFTER /30 DAYS COND/T/ON/NG AT 75 ' F-50 PERCENT RELATIVE HUMIDIT YY 0-36 CYCLES Of FREEZING-THAW/NG AFTER /00 DAYS COND/T/ONING AT DOE -F-9797PERCENT PERCENTRELATIVE RELAT/VEHUM/D/T HUM/D/T Y ■ 95 CYCLES OF FREEZ/NG-THAW/NG AFTER- /30 DAYS COND/T/ON/NG AT 3 0' NOTE ,-A FREEZ/NG-THAW/NG CYCLE CONSISTED OF /HOUR OF FREEZING FOLLOWED BY / HOUR OF THAW/NG IN TH E CONDIT/ON/NG MED/A EACH PO/NT REPRESENTS THE AVERAGE 06' 6 TESTS Figure 2 .--Comparison between the freezing and thawing-strengt h relations and the moisture-strength relationship of parallel laminated papreg (Improved Standard - June 1943) teste d lengthwise . Z M 57931 F 11• • II AI= A. _: WW1= ~► .■■■11■ E nnnn nn f ~~s~ejrY .~-~ .~c ~' t . - . 11I I■ 1 ~~~~ ■ .■ ■■. : nn. a_~ ■. WO, ■~■■.■.►;9T ■ ■■_... _► ME PO~ .- .■■.■■.■■■■-■■■■ TEN5/0N 3 2 ■ / 0 . 0 0 . . 0 0 . 0 MIME .U.i■a■■E.■. ...■ ■ 4 COMPRESS/0N (EDGEW/5E) n i ■~dOG`G n■ -Tp ~■-■■ .■`°NAL M/_T_ 704/4L n .■■■ ■■t L~■ 7 fn FSE■ r ■ ■ U■_.\`~TOai ■~~ F0ELONG 1T UME 17 0 El= ._ • ____ ■~ ■..■- ■, ,A . ■ . n 2600 240 0 220 0 2000 °vt ., nn : 1 .■■ nnn I n . /80 /60 " b 0 0 P -A1 4 -El R0p0RTj0~A . nnnn n l a n . .■ 0 2 . 40 /NCREA5E 60 /N MO/5TURE STATIC LEGEND : MO/5TUR5 E - CYCLES A-95CYCLES OF CYCLES OF •-95 CYCLES OF •-95 NOTE CYCLES CYCLES : 0 0 BEND/N 20 /NC (PERCENT ) 60 40 REA5E IN 60 M0/5TURE BEARING G A TR GTH EXTENS/ON OF THE Of OF FREEZ/4/G-THAWIN6 FREEZING-THAW/NG FREEZING- THAW/NO CONDIT/ON/NG PO/NT MED/A CYCLE /00 AFTER/30 FREEZING-THAW/NO CONDITIONS MO/STURE-STRENGTH AFTER FREEZ/NG-THAWING FREEZING-THAW/NO EACH RELAT/ON5H/P(HUM/D/TY OFFREEZ/NG-THAW/NO 0-36 0-36 /2. n (S /00 (PERCENT -/NCH P/N /20 ) ) - ---ARBITRARY A-36 /0.0 80 . ■ .■■■■ ■■■■°r■~ .0 . .■■■ n DAYS DAYS AFTER /00 DAYS AFTER /30 DAYS AFTER /00 DAYS AFTER /30 DAYS CONS/STED Of COND/T/ON/NG COND/T/ONING CONDITIONING COND/T/ON/NO CONDITIONING CONDITIONING /HOUR OF ONLY) RELAT/ON5H/ AT AT AT REPRODUCED FROM M/MEO /52/- 5 P 80'f .-30 80'F-30 75'r -50 RELAT/VE PERCENT PERCENT PERCENT HUM/O/T Y HUMID/TY HUM/D/TY RELATIVE AT MP-50 AT 50'f-97PERCENT RELATIVE HUM/0/TV AT .-97PERC£NT 80'f RELATIVE HUMIDITY FREEZING PERCENT RELAT/VE FOLLOWED BY RELAT/VE /HOUR OF HUMID/T THAW/No IN TH Y E . REPRESENTS THE AVERAGE Of 5 TESTS . h .--Comparison Figure between the freezing and thawing-strengt 3 relations and moisture-strength relationship of cross . laminated Z M 57932 F papreg (Improved Standard - June 1943) 90 0 80 70 60 I 1 • o 0 • . 0 e • /0 0 • /0 • - 20 • • a -30 0 . /0 20 30 40 . 50 (00 70 80 90 /00 //O /ZO TIME (M/NUTE5,) FREEZ/NG /NTERVAL---+-THAW/NG /NTERVAL Figure 4 .--Temperature change at center of a 1/8-inch papre g panel, conditioned at 80° F . and 30 percent relative humidity , during a freezing and thawing cycle of 60 minutes at -30° F . followed by 60 minutes at 82° F . Z M 57933 F •~