• 材料力学
  • 材料力学
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材料力学

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作者李尧臣 编

出版社同济大学出版社

出版时间2010-07

版次1

装帧平装

货号8095-9787560842356

上书时间2024-06-09

岁暮轩

七年老店
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图书标准信息
  • 作者 李尧臣 编
  • 出版社 同济大学出版社
  • 出版时间 2010-07
  • 版次 1
  • ISBN 9787560842356
  • 定价 47.00元
  • 装帧 平装
  • 开本 16开
  • 纸张 胶版纸
  • 页数 413页
  • 字数 661千字
【内容简介】
《材料力学》是“十一五”国家级规划教材。内容有轴向拉伸与压缩,剪切与挤压,扭转,弯曲内力,弯曲应力,弯曲变形,应力应变变换与强度理论,组合变形,能量法,压杆稳定;在附录中有截面图形几何性质及型钢表。书中的例题较多,形式新颖;英语表述流畅。
《材料力学》主要作高等学校材料力学双语教学的教科书,也可作研究生及工程技术人员的参考书。
【目录】
前言
LISTOFSYMBOLS
SIUnits
1Introduction(1)
1.1TheTaskofMechanicsofMaterials(1)
1.2BasicAssumptionsofDeformableSolidBodies(2)
1.3GeometricalCharacteristicsoftheMembers(3)
1.4AnalysisofInternalForces;Stress(4)
1.5BasicFormsofRodDeformation(7)
2AxiallyLoadedBars(9)
2.1Introduction(9)
2.2InternalForces(9)
2.3StressesonCross-sectionsandOblique-sections(11)
2.4AxialDeformation;NormalStrain(17)
2.5Stress-strainDiagraminTensileTest(18)
2.6Stress-strainDiagraminCompressiveTest(24)
2.7DeformationsofRodsunderAxialLoading;HookesLaw(26)
2.8AllowableStress;FactorofSafety(30)
2.9StaticallyIndeterminateProblems(34)
2.10ProblemsInvolvingManufactureErrorsandTemperatureChanges(39)
2.11StressConcentrations(44)
Problems(47)
3ShearingandBearing(56)
3.1Introduction(56)
3.2ShearStress(57)
3.3BearingStress(58)
Problems(66)
4Torsion(71)
4.1Introduction(71)
4.2TorsionofCircularShafts(72)
4.3DesignofTransmissionShafts(76)
4.4AngleofTwistintheElasticRange;DesignofTransmissionShaftsforStiffness(81)
4.5StaticallyIndeterminateShafts(85)
4.6TorsionofNoncircularMembers(88)
4.7Thin-walledHollowShafts(90)
Problems(94)
5ShearandMomentinBeams(99)
5.1Introduction(99)
5.2SupportsandLoads(100)
5.3ShearandBending-momentDiagrams(101)
5.4RelationsamongLoad,Shear,andBendingMoment(107)
5.5MovingLoads(114)
5.6Internal-ForceDiagramsofRigidFramesandCurvedBars(118)
Problems(120)
6StressesinBeams(124)
6.1"Introduction(124)
6.2BendingStressesinPrismaticBeamsinPureBending(124)
6.3EconomicSections(136)
6.4ShearStressinBeams(139)
6.5DesignforFlexureandShear(148)
6.6DesignofFastenersinBuilt-upBeams(151)
6.7ShearFlowinThin-WalledBeams(153)
6.8ShearCenter(155)
6.9UnsymmetricalBending(160)
6.10BeamsofConstantStrength(165)
Problems(168)
7DeflectionofBeams(179)
7.1Introduction(179)
7.2EquationoftheElasticCurve;DoubleIntegrationMethod(179)
7.3MethodofSuperposition(186)
7.4StaticallyIndeterminateBeams(193)
7.5DeflectionofBeamsinUnsymmetricBending(202)
Problems(205)
8TransformationsofStressandStrain
8.1Introduction(211)
8.2PreliminaryDiscussionofTransformationofStress(212)
8.3TransformationofPlaneStress(214)
8.4MohrsCircleforPlaneStress(222)
8.5AbsoluteMaximumShearStress(228)
8.6TheoriesofFailure(231)
8.7TransformationofStrain;MohrsCircleforStrain(239)
8.8TheStrainRosette(246)
8.9MuhiaxialLoading;GeneralizedHookesLaw(249)
Problems(254)
9StressesduetoCombinedLoads(260)
9.1Introduction(260)
9.2Thin-WalledPressureVessels(260)
9.3CombinedofAxialandLateralLoads(264)
9.4EccentricAxialLoading(267)
9.5CombinationofTorsionandBending;DesignofTransmissionShafts(278)
Problems(281)
10EnergyMethod(288)
10.1Introduction(288)
10.2StrainEnergyandStrainEnergyDensity(288)
10.3ImpactLoading(299)
10.4DesignforImpactLoading(303)
10.5WorkandEnergyunderSeveralLoads;MaxwellsReciprocalTheorem(306)
10.6CastiglianosTheorem(309)
10.7StaticallyIndeterminateStructures(314)
Problems(317)
11Columns(324)
11.1Introduction(324)
11.2EulersFormulaforPin-EndedColumns(326)
11.3ExtensionofEulersFormulatoColumnswithOtherEndConditions(329)
11.4ApplicabilityofEulersFormula;CriticalStressDiagram(334)
11.5Discount-CoefficientMethod(342)
11.6OptimizationofColumnDesignforStability(348)
Problems(354)
AppendixAMomentsofAreas(361)
A.1Firstmomentofanarea;Centriod(361)
A.2Determinationofthefirstmomentandcentroidofacompositearea(363)
A.3Secondmoment,ormomentofinertia,ofanarea;Radiusofgyration(366)
A.4Parallel-axistheorem(369)
A.5Determinationofthemomentofinteriaofacompositearea(370)
A.6Productofinertiaforanarea(372)
A.7Momentsofinertiaforanareaaboutinclinedaxes(375)
A.8Mohrscircleformomentsofinertia(378)
Problems(384)
AppendixBTypicalPropertiesofSelectedMaterialsUsedinEngineering(388)
AppendixCPropertiesofRolled-SteelShapes(390)
ANSWERS(403)
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