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Deformation and Fracture Mechanics of Engineering Materials PDF

785 Pages·2012·13.67 MB·English
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SelectedConversionFactorstoStandardInternationalUnits ToConvertFrom To MultiplyBy angstrom meter(m) 1(cid:1)10(cid:3)10 atmosphere(normal¼760torr) pascal(Pa) 1.013(cid:1)105 bar pascal(Pa) 1(cid:1)105 calorie joule(J) 4.184 degreeCelsius kelvin(K) t ¼t +273.15 K C degreeFahrenheit degreeCelsius t ¼(t (cid:3)32)/1.8 C F degreeRankine kelvin(K) t ¼t /1.8 K R dyne newton(N) 1(cid:1)10(cid:3)5 dyne-centimeter newton-meter(N-m) 1(cid:1)10(cid:3)7 dyne/centimeter2 pascal(Pa) 1(cid:1)10(cid:3)1 electronvolt joule(J) 1.602(cid:1)10(cid:3)l9 erg joule(J) 1(cid:1)10(cid:3)7 ergs/centimeter2 joule/meter2(J/m2) l0(cid:3)3 foot meter(m) 3.048(cid:1)10(cid:3)1 foot-pound joule(J) 1.356 gram-force/centimeter2 pascal(Pa) 9.807(cid:1)101 inch meter(m) 2.54(cid:1)10(cid:3)2 inch2 meter2(m2) 6.452(cid:1)10(cid:3)4 inchofmercury(32(cid:4)F) pascal(Pa) 3.386(cid:1)103 kilocalorie joule(J) 4.184(cid:1)103 kilogram-force newton(N) 9.807 kilogram-force-meter newton-meter(N-m) 9.807 kilogram-force/centimeter2 pascal(Pa) 9.807(cid:1)104 kilogram-force/meter2 pascal(Pa) 9.807 kilogram-force/millimeter2 pascal(Pa) 9.807(cid:1)106 kip(1000pounds) newton(N) 4.448(cid:1)103 kip/inch2(ksi) pascal(Pa) 6.895(cid:1)106 pffiffiffiffiffiffiffiffiffi pffiffiffiffiffiffi pffiffiffiffi pffiffiffiffi kip/inch2(cid:5) inch(ksi in:) pascal(cid:5) m(Pa m) 1.099(cid:1)106 mil meter(m) 2.54(cid:1)10(cid:3)5 millimeterofmercury(mmHg) pascal(Pa) 1.333(cid:1)102 poise pascal-second(Pa-s) 1(cid:1)10(cid:3)1 pound-force newton(N) 4.448 pound-force/inch2(psi) pascal(Pa) 6.895(cid:1)103 pffiffiffiffiffiffiffiffiffi pffiffiffiffiffiffi pffiffiffiffi pffiffiffiffi pound-force/inch2(cid:5) inch(psi in:) pascal(cid:5) m(Pa m) 1.099(cid:1)103 torr[mmHg(0(cid:4)C)] pascal(Pa) 1.333(cid:1)102 Deformation and Fracture Mechanics of Engineering Materials Fifth Edition Deformation and Fracture Mechanics of Engineering Materials Fifth Edition Richard W. Hertzberg Richard P. Vinci Jason L. Hertzberg John Wiley & Sons, Inc. VicePresident&ExecutivePublisher: DonFowley SeniorEditorandProductDesigner: JenniferWelter AssistantEditors: SamanthaMandel,AlexandraSpicehandler MarketingManager: ChristopherRuel MediaSpecialist: AndreLegaspi SeniorProductionManager: JanisSoo AssociateProductionManager: JoycePoh AssistantProductionEditor: AnnabelleAng-Bok CoverPhoto: #ScottLeigh/iStockphoto,KimBisekWilliams Designer: SengPingNgieng Thisbookwassetin10.5/11.5NimbusRomanNo.9LbyThomsonDigitalandprintedandboundbyCourierWestford.Thecover wasprintedbyCourierWestford. Thisbookisprintedonacidfreepaper. Foundedin1807,JohnWiley&Sons,Inc.hasbeenavaluedsourceofknowledgeandunderstandingformorethan200years, helpingpeoplearoundtheworldmeettheirneedsandfulfilltheiraspirations.Ourcompanyisbuiltonafoundationofprinciples thatincluderesponsibilitytothecommunitiesweserveandwhereweliveandwork.In2008,welaunchedaCorporate CitizenshipInitiative,aglobalefforttoaddresstheenvironmental,social,economic,andethicalchallengeswefaceinour business.Amongtheissuesweareaddressingarecarbonimpact,paperspecificationsandprocurement,ethicalconductwithinour business and among our vendors, and community and charitable support. For more information, please visit our website: www. wiley.com/go/citizenship. Copyright#2013,1996,1989,1983,1976.JohnWiley&Sons,Inc.Allrightsreserved. Nopartofthispublicationmaybe reproduced,storedinaretrievalsystemortransmittedinanyformorbyanymeans,electronic,mechanical,photocopying, recording,scanningorotherwise,exceptaspermittedunderSections107or108ofthe1976UnitedStatesCopyrightAct,without eitherthepriorwrittenpermissionofthePublisher,orauthorizationthroughpaymentoftheappropriateper-copyfeetothe Copyright Clearance Center, Inc. 222 Rosewood Drive, Danvers, MA 01923, website www.copyright.com. Requests to the PublisherforpermissionshouldbeaddressedtothePermissionsDepartment,JohnWiley&Sons,Inc.,111RiverStreet, Hoboken, NJ 07030-5774, (201)748-6011, fax (201)748-6008, website http://www.wiley.com/go/permissions. Evaluationcopiesareprovidedtoqualifiedacademicsandprofessionalsforreviewpurposesonly,foruseintheircoursesduring thenextacademicyear.Thesecopiesarelicensedandmaynotbesoldortransferredtoathirdparty. Uponcompletionofthe reviewperiod,pleasereturntheevaluationcopytoWiley.Returninstructionsandafreeofchargereturnmailinglabelare available at www.wiley.com/go/returnlabel. If you have chosen to adopt this textbook for use in your course, please accept this bookasyourcomplimentarydeskcopy.OutsideoftheUnitedStates,pleasecontactyourlocalsalesrepresentative. LibraryofCongressCataloging-in-PublicationData Hertzberg,RichardW.,1937- Deformationandfracturemechanicsofengineeringmaterials/RichardW.Hertzberg,RichardP.Vinci,JasonL.Hertzberg.— Fifthedition. pages cm Includesbibliographicalreferencesandindexes. ISBN978-0-470-52780-1 1. Deformations(Mechanics) 2. Fracturemechanics. I. Vinci,RichardPaul. II. Hertzberg,JasonL.,1969- III. Title. TA417.6.H46 2012 0 620.1123—dc23 2011051145 PrintedintheUnitedStatesofAmerica 10 9 8 7 6 5 4 3 2 1 To our wives Linda, Michelle, and Amy, our children Michelle, Jason, Nicholas, Sofia, Julia, Ryan, and Molli, and grandchildren Henry, Abigail, Ryan, and Molli. Table of Contents ABOUTTHECOVER xvii FOREWORD xix PREFACETOTHEFIFTHEDITION xxi Objectives xxi Organization xxi NewtoThisEdition xxii End-of-ChapterProblems xxiv Acknowledgments xxiv ABOUTTHEAUTHORS xxv SECTIONONE RECOVERABLE AND NONRECOVERABLE DEFORMATION 1 CHAPTER1 ELASTICRESPONSEOFSOLIDS 3 1.1 MechanicalTesting 3 1.2 DefinitionsofStressandStrain 4 1.3 Stress–StrainCurvesforUniaxialLoading 8 1.3.1 SurveyofTensileTestCurves 8 1.3.2 UniaxialLinearElasticResponse 9 1.3.3 Young’sModulusandPolymerStructure 13 1.3.3.1 ThermoplasticBehavior 13 1.3.3.2 RigidThermosets 14 1.3.3.3 RubberElasticity 15 1.3.4 CompressionTesting 17 1.3.5 FailurebyElasticBuckling 17 1.3.6 ResilienceandStrainEnergyDensity 19 1.3.7 DefinitionsofStrength 19 1.3.8 Toughness 22 1.4 NonaxialTesting 23 1.4.1 BendTesting 23 1.4.2 ShearandTorsionTesting 26 1.5 MultiaxialLinearElasticResponse 27 1.5.1 AdditionalIsotropicElasticConstants 27 1.5.2 MultiaxialLoading 28 1.5.2.1 Thin-WalledPressureVessels 30 1.5.2.2 SpecialCasesofMultiaxialLoading 32 1.5.3 InstrumentedIndentation 33 1.6 ElasticAnisotropy 34 vii viii TableofContents 1.6.1 StiffnessandComplianceMatrices 34 1.6.1.1 SymmetryClasses 36 1.6.1.2 LoadingAlonganArbitraryAxis 37 1.6.2 CompositeMaterials 40 1.6.3 IsostrainAnalysis 41 1.6.4 IsostressAnalysis 43 1.6.5 AlignedShortFibers 44 1.6.6 StrengthofComposites 47 1.6.6.1 EffectsofMatrixBehavior 47 1.6.6.2 EffectsofFiberOrientation 48 1.7 ThermalStressesandThermalShock-InducedFailure 50 1.7.1 UpperBoundThermalStress 50 1.7.2 CoolingRateandThermalStress 54 References 55 FurtherReadings 56 Problems 56 Review 56 Practice 57 Design 59 Extend 60 CHAPTER2 YIELDINGANDPLASTICFLOW 63 2.1 DislocationsinMetalsandCeramics 63 2.1.1 StrengthofaPerfectCrystal 63 2.1.2 TheNeedforLatticeImperfections:Dislocations 65 2.1.3 ObservationofDislocations 67 2.1.4 LatticeResistancetoDislocationMovement:ThePeierlsStress 69 2.1.4.1 PeierlsStressTemperatureSensitivity 70 2.1.4.2 EffectofDislocationOrientationonPeierlsStress 71 2.1.5 CharacteristicsofDislocations 72 2.1.6 ElasticPropertiesofDislocations 75 2.1.7 PartialDislocations 78 2.1.7.1 MovementofPartialDislocations 80 2.2 Slip 81 2.2.1 CrystallographyofSlip 81 2.2.2 GeometryofSlip 84 2.2.3 SlipinPolycrystals 87 2.3 YieldCriteriaforMetalsandCeramics 88 2.4 Post-YieldPlasticDeformation 90 2.4.1 StrainHardening 90 2.4.2 PlasticInstabilityandNecking 93 2.4.2.1 StrainDistributioninaTensileSpecimen 94 2.4.2.2 ExtentofUniformStrain 95 2.4.2.3 TrueStressCorrection 95 2.4.2.4 FailureoftheNeckedRegion 96 2.4.3 UpperYieldPointBehavior 99 2.4.4 TemperatureandStrain-RateEffectsinTension 100 2.5 SlipinSingleCrystalsandTexturedMaterials 102 2.5.1 GeometricHardeningandSoftening 103 2.5.2 CrystallographicTextures(PreferredOrientations) 105 2.5.3 PlasticAnisotropy 108

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