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希伯勒(Hibbeler.R.C) 著 / 高等教育出版社 / 2004-02 / 平装
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材料力学
《材料力学》重视基本概念、基本理论与基本方法的讲述,思路清晰,层次分明,既简明易懂,又论述严谨。全书选编了211个例题,通过这些例题,许多解题的方法与技巧,得到了具体而生动地揭示,提高了学生分析问题的能力。许多节的后面,均安排了“重点”与“分析方法”,这些提示对主要概念、理论与方法进行了高度概括,论述精要,对学生学习有很大的帮助。《材料力学》第1与第2章分别讲述应力与应变的概念。第3章介绍材料的力学性能。第4,5与第6各章分别论述构件在轴向加载、扭转与弯曲时的应力与变形,涵盖线弹性与非弹性,涉及应力集中与残余应力。第7章研究梁横向剪切时的应力,包括薄壁梁的剪流与剪心。第8章讨论组合载荷问题。第9与第1O章分别讲述应力与应变的变换,在第10章还介绍了失效理论。第11章介绍梁与轴的设计,第12章研究梁与轴的位移。第13章讲述柱的稳定性。第14章讲述能量法,包括虚功原理、单位载荷法、卡氏定理与冲击载荷问题。关于截面的几何性质则集中在附录A给出。《材料力学》是一本优秀教材,其内容与我国当前高等工科院校材料力学的教学要求也相当接近,《材料力学》既可作为进行双语教学材料力学课程的基本教材,也可作为学习材料力学课程的主要参考书。
PREFACE1Stress1.1introduction1.2equilibriumofadeformablebody1.3stress1.4averageNorrnalstressinanaxialyloadedbar1.5avergeshearstress1.6allowabilstress2Straln2.1deformation2.2strain3mechanicalpropertiesofmaterials3.1thetensionandcompressiontest3.2thestress-stiandiangram3.3stress-strainbehaviorofductileandbrittlematerials3.4hokeslaw3.5strainenergy3.6poissonsratio3.7theshearstress-straindiagram3.8failureofmaterialsduetocreepandfatigue4axialload4.1saint-venantsprinciple4.2elasticdeformationofanaxiallyloadedmember4.3principleofsuperposition4.4staticallyindeterminateaxiallyloadedmember4.5theforcemethodofanalysisforaxiallyloadedmembers4.6thermalstress4.7stressconcentrations4.8inelasticaxialdeformation4.9residualstress5torsion5.1torsionaldeformationofacircularshaft5.2thetorsionformula5.3powertransmission5.4angleoftwist5.5staticallyindeterminatetorque-loadedmembers5.6solidnoncircularshafts5.7thin-walledtubeshavingclosedcrosssection5.8stressconcentration5.9inelastictorsion5.10residualsress6bending6.1shearandmomentdiagrams6.2graphicalmethodforconstructingshearandmomentdiagrams6.3bendingdeformationofastraightmember7 TRANSVERSESHEAR7.1ShearinStraightMembers7.2TheShearFormula7.3ShearStressesinBeams7.4ShearFlowinBuilt.upMembers7.5ShearFlowinThin-WaliedMembers7.6ShearCenter8 COMBINEDLOADINGS8.1Thin.WalledVessels8.2StateofStressCausedbyCombinedLoadings9 STRESSTRANSFORMATION9.1Plane.StressTransformation9.2GeneralEquationsofPlane.StressTransformation9.3PrincipalStressesandMaximumIn.PlaneShearStress9.4Mohr’SCircle——PlaneStress9.5StressinShaftsDuetoAxialLoadandTorsion9.6StressVariationsThroughoutaPrismaticBeam9.7AbsoluteMaximumShearStressSTRAINTRANSFORMATION10.1PlaneStrain10.2GeneralEquationsofPlane.StrainTransformation10.3Mohr’SCircle——PlaneStrain10.4AbsoluteMaximumShearStrain10.5StrainRosettes10.6Material.PropertyRelatiOnshiDs510.7TheoriesofFailure11 DESIGNOFBEAMsANDSHAm11.1BasisforBeamDesign11.2PrismaticBeamDesign11.3FullyStressedBeams11.4ShaftDesign12 DEFLECTIONSOFBEAMMSANDSHAFIS12.1TheElasticCurve12.2SlopeandDisplacementbyIntegration12.3DiscontinuityFunctions12.4SlopeandDisplacementbytheMome-AreaMethod12.5MethodofSuperposition12.6StaticallyIndeterminateBeamsandShaftS12.7StaticallyIndeterminateBeamsandShafts-MethodofIntegration12.8SmticzUyIndeterminateBeamsandShaftsMoment-AreaMethod12.9StaticallyIndeterminateBeamsandShaft-MethodofSuperposition13 BUCKLINGOFCOLUMNS13.1criticalLoad13.2IdealColumnwithPinSupports13.3ColumnsHavingVariousTypesofSupports13.4TheSecantFormula13.5InelasticBucHing13.6DesignofColumnsforConcentricLoading13.7DesignofColumnsforEccentricLoading14energymethodsAgeometricpropertiesofanareaBgeomedtricalproprrtiesofstructuralshapesCslopesanddeflectionsofbeamsDreviewforthefundamentalsofengineeringexamanswersindex
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