Astm stp 855 1984

CHEVRON-NOTCHED SPECIMENS: TESTING AND STRESS ANALYSIS A symposium sponsored by ASTM Committee E-24 on Fracture Testing Louisville, Ky., 21 April 1983 ASTM SPECIAL TECHNICAL PUBLICATION 855 J H Undenwood, Army Armament R&D Center, S W Freiman, National Bureau of Standards, and F I Baratta, Army Materials and Mechanics Research Center, editors ASTM Publication Code Number (PCN) 04-855000-30 1916 Race Street, Philadelphia, Pa 19103 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized Library of Congress Cataloging in Publication Data Chevron-notched specimens, testing and stress analysis (ASTM special technical publication; 855) Papers presented at the Symposium on Chevron-notched Specimens: Testing and Stress Analysis Includes bibliographies and index Notched bar testing—Congresses Strains and stresses—Congresses I Underwood, J H II Freiman, S W m Baratta, F I IV ASTM Committee E-24 on Fracmre Testing V Symposium on Chevron-notched Specimens: Testing and Stress Analysis (1983; Louisville, Ky.) VI Series TA418.17.C48 1984 620.1'126 84-70336 ISBN 0-8031-0401-4 Copyright ® by AMERICAN SOCIETY FOR TESTING AND MATERIALS 1984 Library of Congress Catalog Card Number: 84-70336 NOTE The Society is not responsible, as a body, for the statements and opinions advanced in this publication Printed in Baltimore Mti (b) November 1984 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized Foreword This publication, Chevron-Notched Specimens: Testing and Stress Analysis, contains papers presented at tiie Symposium on Chevron-Notched Specimens: Testing and Stress Analysis which was held 21 April 1983 at Louisville, Kentucky ASTM's Committee E-24 on Fracture Testing sponsored the symposium J H Underwood, Army Armament R&D Center, S W Freiman, National Bureau of Standards, and F I Baratta, Army Materials and Mechanics Research Center, served as symposium chairmen and editors of this publication The symposium chairmen are pleased to credit D P Wilhem, Northrop Corp., for proposing and initiating this symposium Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized Related ASTM Publication Probabilistic Fracture Mechanics and Fatigue Methods: Applications for Structural Design and Maintenance, STP 798 (1983), 04-798000-30 Fracture Mechanics: Fourteenth Symposium, Volume I: Theory and Analysis; Volume II: Testing and Application, STP 791 (1983), 04-791000-30 Fracture Mechanics for Ceramics, Rocks, and Concrete, STP 745 (1981), 04745000-30 Fractography and Materials Science, STP 733 (1981), 04-733000-30 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized A Note of Appreciation to Reviewers The quality of the papers that appear in this publication reflects not only the obvious efforts of the authors but also the unheralded, though essential, work of the reviewers On behalf of ASTM we acknowledge with appreciation their dedication to high professional standards and their sacrifice of time and effort ASTM Committee on Publications Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized ASTM Editorial Staff Janet R Schroeder Kathleen A Greene Rosemary Horstman Helen M Hoersch Helen P Mahy Allan S Kleinberg Susan L Gebremedhin Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized Contents Introduction STRESS ANALYSIS A Review of Clievron-Notched Fracture Specimens— J C NEWMAN, JR Three-Dimensional Finite-Element Analysis of Chevron-Notched Fracture Specunens—i s RAJU AND J C NEWMAN, JR 32 Three-Dimensional Finite and Boundary Element Calibration of the Short-Rod Specimen—A R INGRAFFEA, R PERUCCHIO, T.-Y HAN, W H GERSTLE, AND Y.-P HUANG 49 Three-Dimensional Analysis of Short-Bar Chevron-Notched Specimens by the Boundary Integral Method—A MENDELSON AND L J G H O S N 69 Photoelastic Calibration of the Short-Bar Chevron-Notched Specimen—R J SANFORD AND R CHONA 81 Comparison of Analytical and Experimental Stress-Intensity Coefficients for Chevron V-Notched Three-Point Bend Specimens—i BAR-ON, F R TULER, AND i ROMAN 98 TEST METHOD DEVELOPMENT Specimen Size Effects in Short-Rod Fracture Toughness Measurements—L M BARKER 117 A Computer-Assisted Technique for Measuring Ki-V Relationships— R T COYLE AND M L BUHL, JR 134 A Short-Rod Based System for Fracture Toughness Testing of Rock—A R INGRAFFEA, K L GUNSALLUS, J F BEECH, AND p p NELSON Copyright Downloaded/printed University by by of 152 Chevron-Notch Bend Testing in Glass: Some Experimental Problems—L CHUCK, E R FULLER, JR., AND S W FREIMAN 167 Compliance and Stress-Intensity Factor of Chevron-Notched ThreePoint Bend Specimen—wu SHANG-XIAN 176 An Investigation on the Method for Determination of Fracture Toughness Ki^ of Metallic Materials with Chevron-Notched Short-Rod and Short-Bar Specimens—WANG CHIZHI, YUAN MAOCHAN, AND CHEN TZEGUANG 193 Investigation of Acoustic Emission During Fracture Toughness Testing of Chevron-Notched Specimens—^J L STOKES AND A HAYES 205 FRACTURE TOUGHNESS MEASUREMENTS The Use of the Chevron-Notched Short-Bar Specimen for PlaneStrain Toughness Determination in Aluminum Alloys— K R BROWN 237 Fracture Toughness of an Aluminum Alloy from Short-Bar and Compact Specimens—^J ESCHWEILER, G MARCI, AND D G MUNZ 255 Specimen Size and Geometry Effects on Fracture Toughness of Aluminum Oxide Measured with Short-Rod and Short-Bar Chevron-Notched Specimens—j L SHANNON, JR., AND D G MUNZ 270 The Effect of Binder Chemistry on the Fracture Toughness of Cemented Tungsten Carbides—j R TINGLE, C A SHUMAKER, J R , D P JONES, AND R A CUTLER 281 A Comparison Study of Fracture Toughness Measurement for Tungsten Carbide-Cobalt Hard Metals—j HONG AND p SCHWARZKOPF 297 Fracture Toughness of Polymer Concrete Materials Using Various Chevron-Notched Configurations—R F KRAUSE, JR., AND E R FULLER, JR Copyright Downloaded/printed University 309 by by of A Chevron-Notched Specimen for Fracture Toughness Measurements of Ceramic-Metal Interfaces— J J MECHOLSKY AND L M BARKER 324 SUMMARY Summary 339 Index 345 Copyright Downloaded/printed University by by of MECHOLSKY AND BARKER ON CERAMIC-METAL INTERFACES DC] METAL 333 CERAMIC SECTION AA FIG 4—Schematic of the constant moment double cantilever specimen adapted to measure the fracture toughness, Gh, of ceramic-metal materials bonded together So, from Eqs 12 and 13, we obtain a/2(l + v) + Ebd + —^^ (14) where the substitutions G = £/2(l + v)and/ = MV12 have been made; vis Poisson's ratio and rf"*' is used for dimensional correctness [15] The three terms in Eq 14 are due to flexure, shear, and end rotation, respectively It can be shown [14] that shear effects can be neglected for crack lengths, / > Mil Since we are primarily interested when the crack becomes unstable, that is, at the "critical" crack length, /„ then d < 21J3 Since for the standard short-bar specimen, the critical crack length is determined by the geometry, we know that l^ = 10.7 mm, and d < mm This is the case for our geometry {d s 5.51 mm) Thus, we can neglect shear effects; however, we cannot neglect end rotation In order to evaluate the effect of end rotation on the compliance, we use Eq 14 while neglecting shear effects and substituting values for k and n obtained from Ref 15, (k = 0.66 and n « 1) 4P Ebd' 12(0.66)/^ Ebd^ (15) This expression can be used to determine the compliance for both sides of a metal-ceramic specimen If we let the compliance in the ceramic be c, and the metal be C2, then TABLE 3—Comparison of DCB and chevron-notched tests of interface toughness Toughness," G|„ J/m^ Failure Location Interface Into ceramic Chevron Notch DCB 25 ± 54 ± 15 ± 50 ± °±95% confidence limits Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized 334 CHEVRON-NOTCHED SPECIMENS c, = r ^ [ l + 2{d,llJ] (16a) C2 = ^ [1 + (dJO] (16b) Since we are primarily interested at the point of instability, / = l^ - 10.7 mm For the condition c, = Cz, Eqs 16a and 16i> reduce to E£ ^ + 2(^^/4) £,/, + 2(d,/0 However, we know for the standard size specimen side, that rf|/4 = 0.517, so that £2/2 = + 2(^2//,) Y^ ^'•'' ^^^^ We could use Eq 18 with an iterative procedure to determine the value of d^-, however, if we can tolerate —10% error in the compliance, then for djll^ ~ 0.39, Eq 18 becomes + 0.8 z £2/2 = £,/ (19) £2/2 = £,/, (20) We can calculate the fractional error (££) obtained in making the approximation used in Eq 20 by evaluating the expression ^ dcjdl -dcjdl where dc,idl is the ideal compliance derivative assuming both halves have the same compliance, and that the compliance is that of a standard short-rod specimen, and dct Idl is the actual compliance derivative of the whole specimen consisting of one standard half and a nonstandard half ^ - dc, dl dl dc, _ dl ' dc2 (22) dl (23) dl where one can obtain dcjdl and dci/dl from Eq 14 rfc, dl nP E,bd,^ 2(1 -I- v,)a E.bdt 16/ dc2 12P 2(1 + V2)a 16/ —- = -I- -^^ —I dl E^bd.' EM2 E,bd,' (24) f25) ^ ' Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductio MECHOLSKY AND BARKER ON CERAMIC-METAL INTERFACES 335 Substituting Eqs 24 and 25 into Eqs 22 and 23 we can evaluate Eq 21 (with v = 0.3, a « I, andEA' = E^^') 2.6(rf,2 - d,^) + 16/W, - rfz) FF = ^^-i — ^—^ 24Z^ + 5.2d,' + 32W, — ("2fi~l ^ ' For the lithia-silica glass ceramic-Hastelloy C-276 combination, rf, = 5.51 mm and ^2 = 4.14 mm, and the error is 5.6% For the molybdenum-zinc-silicate glass ceramic system, rf, = 5.51 mm and ^2 = 3.44 mm, and the error is 8.4% This error can be corrected in the toughness value obtained through Eq 8, if desired In Eq 8, the factor A„^ appears Since £, and D, are constants, this value is , £,D,' dc The compliance calibration value of A„ used in the data analysis corresponds to the ideal compliance derivatives, that is, the A„^ that was used was A J- = A,^ E,D,^ dc, However, to obtain the correct value of G^, we need to use the value of A J corresponding to the actual specimens that were used, that is, AJ' = A^^ E,D,' dc;, To correct our data, we must multiply the toughnesses by A/ Af {dcjdl) = (1 - F£) (dc,/dl) (30) For the lithia-silica glass ceramic-Hastelloy C-276 combination, (1 - FE) = 0.944 For the molybdenum-zinc-silicate glass ceramic system, (1 - FG) = 0.916 References [/] Kohl, W H., Handbook of Materials and Techniques for Vacuum Devices, Reinhold, New York, 1967 [2] Hitch, T T in Proceedings of the International Microelectronics Symposium, International Society for Hybrid Microelectronics, Montgomery, Ala., 1971, pp 7-7.1-4 [3] Chapman, B N., Journal of Vacuum Science and Technology, Vol 11, 1974, p 106 [4] Becher, P F and Newell, W L., Journal of Materials Science, Vol 12, 1977, pp 90-96 [5] Elssner, G and Pabst, R., Proceedings, British Ceramic Society, Vol 25, 1975, p 179 [6] Eidogan, R, Journal of Applied Mechanics, Vol 32, 1965, pp 403-410 [7] Theocaris, P S and Stassinakis, C A., Engineering Fracture Mechanics, Vol 14, 1981, pp, 363-372 [8] Rice, J R and Sih, G C , Journal of Applied Mechanics, Vol 32, 1965, pp 418-423 [9] England, A H., Journal of Applied Mechanics, Vol 32, 1965, pp 400-402 [10] Barker, L M., Engineering Fracture Mechanics, Vol 17, 1983, pp 289-312 [11] Swearengen, J C and Eagan, R J., Journal of Materials Science, Vol 11, 1976, pp 18571866 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized 336 CHEVRON-NOTCHED SPECIMENS [12] McCoUister, H L and Reed, S T., "Glass Ceramic Seals to Inconel," Sandia National Laboratories, Document Number 55, 527 (patent pending) [13] Freiman, S W., Mulville, D R., and Mast, P W., Journal of Materials Science, Vol 8, 1973, p 1527 [14] Gillis, R R and Oilman, J J., Journal of Applied Physics, Vol 35, No 3, 1964, pp 647658 [15] Wiederhom, S M., Shorb, A M., and Moses, R L., Journal of Applied Physics, Vol 39, No 3, 1965, pp 1569-1572 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized Summary Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized STP855-EB/NOV 1984 Summary There were twenty-one presentations at the Symposium on Chevron-Notched Specimens: Testing and Stress Analysis Of these, twenty appear as completed, reviewed manuscripts in this volume At the symposium there was a division into two categories, analytical and experimental, with considerable overlap in some presentations For this volume, three categories were chosen: stress analysis, test method development, and fracture toughness measurement Nearly every paper included information in two of these areas, some all three Regardless of the overlap, the categorization still helps those new to the topic of chevronnotched fracture testing The basic geometry used for most of the testing and analysis is an edge-notched specimen loaded in tension with the deep, angled side grooves which join to make the V-shaped chevron-notch Specimens with round cross section are commonly called short rod, with rectangular cross section, short bar Stress Analysis The first of the six papers in this area is the most comprehensive and the only paper in the volume which is primarily a review of the overall topic The author, J C Newman, heads the cooperative analysis program of the ASTM Task Group E24.01.04 on Chevron-Notched Specimens, and therefore is in good position to describe the development of the various specimens He reviews the early stress intensity factor expressions based on empirical comparisons and experimental compliance and the more recent stress-intensity factor and displacement results from finite-element and boundary-element methods He presents consensus results for stress-intensity factor and displacement and a discussion of the applicability of various specimens which will be useful in further work with chevron-notched specimens The paper by I S Raju and J C Newman gives results from three-dimensional finite-element analysis of various specimens The authors present complete stressintensity factor distributions along the crack front using a compliance method Their stress-intensity factors and load-line displacements were up to 5% lower than reported experimental values The paper by A R Ingraffea, R Perucchio, T Y Han, W H Gerstle, and Y P Huang describes three-dimensional finite- and boundary-element results Both average and local variation values of stress-intensity factors along the crack 339 CopyrightCopyright®by1984 Downloaded/printed University of ASTM Int'l b y AS FM International by Washington (all rights www.astm.org (University of reserved); Washington) Wed pursuant Dec 23 to License 340 CHEVRON-NOTCHED SPECIMENS front are given Significant in their work are edge values of stress-intensity factor 20% higher than centerline values for an assumed straight crack front A Mendleson and L.J Ghosn present results from a three-dimensional boundary-element analysis Load-line displacement and stress-intensity factors determined from both stress and compliance calculations were compared with the Raju and Newman results with close agreement The two remaining stress analysis papers used primarily experimental approaches R J Sanford and R Chona performed two-dimensional photoelastic experiments representing the midplane of a chevron-notched specimen Numerical analysis of the photoelastic results using a ' 'local collocation'' around the crack tip gives the stress-intensity factor for the range of specimen geometry tested The photoelastic results were also used to determine the size and shape of the near-field singular stress zone near the crack tip The paper by L Bar-On, F R Tuler, and L Roman describes fracture toughness tests with various materials using both chevron-notched bend specimens and existing standard ASTM specimens Analysis of these results gave experimental stress-intensity factors which compared well, in some cases, with results from a two-dimensional compliance analysis of a straight crack geometry Test Method Development The seven papers in this section are all related to certain important variables and test procedures associated with fracture testing using chevron-notched specimens The first, by L M Barker, describes systematic studies of several key test variables and procedures, including specimen size, elastic-plastic data analysis, and slot thickness and tip geometry The paper describes the consistency of results in various metal alloys as related to the preceding and other test conditions It also serves as a useful review of the general topic of chevronnotched testing The next three papers deal with fracture testing of hard, brittle materials, specifically glass and rock R T Coyle and M L Buhl tested two glasses in a 30% relative humidity environment, and developed computer-assisted data collection procedures for measurement of crack velocity The paper by A R Ingraffea, K L Gunsallus, J F Breech, and R R Nelson describes tests and test method development with limestone and granite Chevron-notched results compare favorably with results from the conventional and more time consuming test methods L Chuck, E R Fuller, and S W Freiman describe chevronnotched bend testing of glass with humidity and loading rate as test variables The authors focus on the experimental problems which they encountered, useful information for other prospective users of the test methods, information which too often is unreported The next two papers, both from the People's Republic of China, are comprehensive investigations of chevron-notched testing, including combined analysis Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized SUMMARY 341 and experiment Thus, these papers provide a broad view of the topic, as well as a measure of progress of this topic in another country Wu Shang-Xian concentrates on analytical compliance formulae for a wide range of chevronnotched geometries These formulae are particularly useful for those who must use test specimens with unusual dimensions The author compared fracture toughness measurements from chevron-notched and straight-notched standard specimens, with generally favorable results The second paper, by Wang Chizhi, Yuan Maochan, and Chen Tzeguang, describes a compliance analysis for stress-intensity factor and an extensive series of tests with eight metallic materials, comparing chevron-notched and standard straight-notched results A good comparison was noted when stable crack growth and limited plastic deformation were observed The last paper in this section, by J L Stokes and G A Hayes, describes an investigation of the use of acoustic emission with chevron-notched tests of four steels Load versus deflection plots and load versus cumulative counts plots of the same chevron-notched test are directly compared Fracture Toughness Measurements A primary purpose of these seven papers was to determine the fracture toughness of the particular materials in each of the investigations In some cases, as discussed next, significant information on stress analysis and test method development was also included in the work The first two papers describe fracture toughness tests of aluminum alloys K R Brown gives data for seven alloys in various conditions, and points up conditions which affect comparisons between chevron-notched and standard fracture toughness measurements Test conditions included in his work are toughness level, rising crack-growth resistance, and through-thickness material variation J Eschweiler, G Marci, and D G Munz from West Germany, performed tests with one alloy, 7475-T7531, and a variety of test conditions, including specimen size, orientation, and different heats The most significant difference between chevron-notched and standard toughness measurements was related to the overall toughness level, with higher fracture toughness leading to the larger difference between the two types of tests The next three papers involve tests of hard, brittle materials J L Shannon and D G Munz describe tests of aluminum oxide with variations in specimen size, proportions, and chevron-notch angle Differences in measured toughness are related primarily to differences in the amount of crack extension at maximum load The rising crack growth resistance curve of the oxide is discussed as having important materials effect on measured toughness The paper by J R Tingle, C A Shumaker, D P Jones, and R A Cutler describes toughness measurements of cemented tungsten carbides Effects on toughness of the amount and distribution of tungsten and carbon were investigated Also, up to 15% substitution of nickel for cobalt as the binder was found to have little effect J Hong Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized 342 CHEVRON-NOTCHED SPECIMENS and P Schwarzkopf tested cemented tungsten carbide samples using nine alloys of various cobalt content and carbide particle size Results from short-rod and four-point bend specimens were compared, including microstructural characterization using optical and electron micrography The paper by R F Krause and E R Fuller describes fracture toughness measurements of polymer concrete materials, which are polymerized mixtures of monoriiers, portland cement, and silica sand Effects on toughness of various test conditions were considered, including chevron-notch angle, chevron-vertex position, width of specimen in the crack plane, and the material rising crackgrowth resistance curve The paper by J J Mecholsky and L M Barker describes a chevron-notched specimen which was developed to measure the fracture toughness of ceramicmetal interfaces Specimens were made with the chevron-notch plane aligned with the interface between a glass ceramic and molybdenum and a glass ceramic and Hastelloy 276 The toughness measured from such chevron-notched specimens is a direct measure of the bond strength between ceramic and metal What Is Ahead For Chevron-Notched Specimens? There are several indications that chevron-notched specimens will be often used in the future First, the basic idea of a self-initiating precrack is sound and useful Because of the unavoidable complexity of the current standard fracture toughness tests, particularly involving precracking, the chevron-notch concept is attractive and will be used A second indication of interest in chevron-notched specimens is the response to the symposium and this publication Research and development work from a variety of perspectives was performed and reported Finally, this body of work will certainly spur additional research, development, and testing with chevron-notched specimens A key requirement for continued technical development and productive use of chevron-notched specimens for fracture testing is a standardized test method ASTM Task Group E24.01.04 on Chevron-Notched Test Methods is now preparing a draft standard method It will be based upon the results of interlaboratory analyses and test programs, portions of which are included in this publication Additional interlaboratory testing, and analysis if required, will be performed to validate the standard test method and demonstrate its precision and accuracy Then the entire body of testing and analysis, plus any additional work, will be available to assess just which particular combinations of material, geometry, and test procedures, give reliable measures of fracture toughness It is now clear that for some combinations of test conditions, chevron-notched specimens will provide virtually identical measures of fracture toughness as those obtained from the current ASTM standard methods It is also clear that some chevron-notched test conditions will give different measures of fracture toughness than those from current standards Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized SUMMARY 343 John H Underwood Army Armament Research and Development Center, Watervliet, N.Y 12189; symposium cochairman and coeditor Stephen W Freiman National Bureau of Standards, Washington, D.C 20234; symposium cochairman and coeditor Francis I Baratta Army Materials and Mechanics Research Center, Watertown, Mass 02172; symposium cochairman and coeditor Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions authorized STP855-EB/NOV 1984 Index Acoustic emission, 205-223 Aluminum 2014-T651, compact tension specimens of, 12 2124-T851, specimen size effects on Ki„ 123 6061-T651, specimen size effects on Ki„ 124 7075-T651, Kt, for, 107 7079-T6, comparison of compact tension and chevron notch for, 25 7475-T7351, specimen size effects on /sTfc, 125, 248, 255-268 Aluminum alloys Comparison of test methods for, 193-204 Short-bar toughness for, 237254 Aluminum oxide, fracture toughness of, 270-280 ASTM Standard B 276, 284, 298 ASTM Standard B 645, 241 ASTM Standard B 646, 237, 252 ASTM Standard D 2264, 159 ASTM Standard D 2936, 159 ASTM Standard E 112, 272 ASTM Standard E 399, 7, 14, 33, 102, 177, 188, 194, 237-238, 255, 273 Comparison for aluminum, 12 Specimen geometry requirements, 118 ASTM Standard E 561 B Baratta, Frances J., Ed., 1, 339 Barker, L M., 117, 324 Bar-On, I., 98 Beech, J P., 152 Bluhm slice model, 9, 28, 101, 176, 318 Boundary integral method, 22, 38, 69-79 Equations for, 71 Brass (60/40), Ki, for, 107 Brown, K R., 237 Buhr, M L., Jr., 134 Cemented carbides {see Tungsten carbide) Chevron notched bend bars Comparison of analytical and experimental AT, calculations, 98112 Ki^ on glass, 167-175 Polymer concrete, 310-322 Stress intensity factor for, 25 Chen Tzeguang, 193 Chona, R., 81 Chuck, L., 167 345 CopyrightCopyright' by 1984 b yASTM Int'l (all rights AS FM International www.astm.org Downloaded/printed by University of Washington (University of reserved); Washington) Wed pursuant Dec 23 to 18:16 License 346 CHEVRON-NOTCHED SPECIMENS Compact tension specimens Aluminum alloys, 12, 255-268 Comparison with chevronnotched specimens, 193-204 Westeriy granite, 160 Coyle, R T., 134 Cutler, R A., 281 D Double cantilever beam specimen, 149, 330 Elastic-plastic analysis, 121 Electrodischarge machining, 184, 303 Eschweiler, J., 255 Finite element technique, 22, 32-48, 49-67 Rat jack {see also Fractometer), 41, 119, 131, 147, 305 Fractometer, 119, 306 Freiman, Stephen W., Ed., 1, 167, 339 Fuller, E R., Jr., 167, 309 Glass ceramics, 329 Gunsallus, K L., 152 H Han, T.-Y., 49 Hastelloy C-276, bonding to glass ceramic, 320 Hayes, G A., 205 Hong, J., 297 Huang, Y.-R, 49 Indiana limestone, ATj^ of, 159 Ingraffen, A R., 49, 152 Inhomogeneities, effect on toughness variations in aluminum, 252 Interfaces, toughness of ceramic metal, 324-335 Irwin-Kies relation, 177 Jones, D R, 281 K Krause, R F , Jr., 309 Gerstle, W H., 49 Ghosn, L J., 69 Glass Coming 7809 Crack growth data for, 147 Ki, for, 148 Float Crack growth data for, 145 A",, for, 148 Fused quartz, specimen calibration using, 47, 146 Soda lime, Ki^ for, 170 Vitreous silica, Ki^ for, 170 M Marci, G., 255 Mecholsky, J J., 324 Mendelson, A., 69 Microstructure, of steels, 209-210 Molybdenum, bonding to glass ceramic, 329 Munz, D G., 255, 270 N Nelson, D R, 152 Newman, J C , Jr., 5, 32 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions auth INDEX Perucchio, R., 49 Photoelastic techniques, 81-96 Model for, 82 PMMA, /sTfc for, 107 Poisson's ratio, effect on compliance, 47 Polymer concrete, toughness of, 309322 Pook equation, 8, 25-29, 109, 118 Raju, I S., 32 Residual stresses, due to finishing, 292 Rising crack growth resistance curve, 26 Aluminum, 245 Aluminum oxide, 274-280 Polymer concrete, 319-322 Schematic of, 27 Rocks, fracture toughness testing of, 152-165 Roman, I., 98 Sakai model, 101 Sanford, R J., 81 Schwartzhopf, R, 297 Shannon, J L., Jr., 270 Short-bar specimens, 11 Aluminum oxide, 270-280 Boundary integral method applied to, 69-79 Dimensions for, 34 Finite element analysis of, 32-38 Photoelastic calibration of, 81-96 Toughness of aluminum alloys from, 193-204, 237-254, 255-268 Toughness of ceramic-metal interface using, 330 347 Toughness of steels fh)m, 193-204 Short rod specimens, 11 Acoustic emission from, 205-223 Dimensions for, 34, 118 Experimental analysis for, 14, 15 Finite element analysis of, 32-48, 49-67 For aluminum oxide, 270-280 For testing of rocks, 152-165 For tungsten carbides, 281-295, 297-307 Of polymer concrete, 310-322 To determine ATpV curve, 135-150 Toughness of steels from, 193-204 Shumaker, C A., Jr., 281 Single edge notch bend test, 159, 303 Slow crack growth Determination of, 135-150 Effect on K^,, 174 Specimen size Effects on measured fracture toughness, 117-131 Limitations for ATic determination, 253 Stainless steel (17-4), specimen size effects on Ki^, 126 Steel 15-5 PH, Kic and acoustic emission, 217 4140, hardened, Ki, for, 107 4340, specimen sizes effects on Kj, for, 126 A151-440C, Kic and acoustic emission, 217 A151-4140 Ki^ and acoustic emission, 217 D6AC, Ar,c and acoustic emission, 217 GCrl5 bearing, 187 Steel alloys, comparison of test methods for, 193-204 Stokes, J L., 205 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions au 348 CHEVRON-NOTCHED SPECIMENS Straight through crack assumption, 8, 100, 169, 178, 194-196, 315 Stress intensity factor, 37 Calculation by photoelastic techniques, 89 Calculation for chevron notched bend specimen, 98-111 Calculation from finite element analysis, 58 Calculation using boundary integral method, 74-77 Calculation using compliance technique, 181-187 Variation along crack front, 62 Three-point bend specimens, comparison with chevron notch, 194-204 Titanium (Ti-6A1-4V), specimen size effects of Ki„ 111 Tuler, F R., 98 Tungsten carbide-cobalt alloys, fracture toughness of, 281-296, 297-307 Tunnel boring machine, 152 U Underwood, John H., Ed., 1, 339 W Wang Chichi, 193 Westerly granite, AT^ of, 159 Work of fracture test, 7, 17 Wu Shang-Xian, 176 Yuan Maochan, 193 Copyright by ASTM Int'l (all rights reserved); Wed Dec 23 18:16:27 EST 2015 Downloaded/printed by University of Washington (University of Washington) pursuant to License Agreement No further reproductions