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材料力学（英文版，原书第7版）（Strength of Materials）

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版次：1
页数：
字数：950000
印刷时间：2011年07月01日
开本：12k
纸张：胶版纸
包装：平装
是否套装：否
国际标准书号ISBN：9787111350118
丛书名：时代教育：国外高校优秀教材精选

作者:JamesM.Gere出版社:机械工业出版社出版时间:2011年08月

内容简介

《材料力学(英文版)(原书第7版)》叙述简洁、插图清晰、精美。第7版更新了习题，渗透了作者在该领域的新思想，更为精炼。更加可读。《材料力学(英文版)(原书第7版)》融汇、贯通了著名力学家和教育家铁摩辛柯(S．P．Timoshenko)的力学教育理念，有利于初学者从个别到一般，由感性到理性地把握该门课程。该书共12章，内容包括拉伸、压缩和剪切，轴向载荷构件，扭转变形，剪切力和弯矩，梁的应力，应力和应变分析，水平应力应用，梁的挠度，超静定梁，柱。矩心和转动惯量等，供读者阅读参考。

目　　录

ContentsPreface1.Tension，Compression，and Shear 1.1 Introduction to Mechanics of Materials 1.2 Normal Stress and Strain 1.3 Mechanical Properties of Materials 1.4 Elasticity，Plasticity，and Creep 1.5 Linear Elasticity.Hooke'S Law.and Poisson'S Ratio 1 1.6 Shear Stress and Strain 1.7 Allowable Stresses and Allowable Loads 1.8 Design for Axial Loads and Direct Shear Problems2. Axially Loaded Members 2.1 IntroductiOn 2.2 Changes in Lengths of Axially Loaded Members 2.3 Changes in Lengths under Nonuniform Conditions 2.4 Statically Indeterminate Structures 2.5 Thermal Effects.Misfits.and PrestrairlS 2.6 Stresses on Inclined Sections 2.7 Strain Energy 2.8 Impact Loading 2.9 Repeated Loading and Fatigue 2.10 Stress Concentrations 2.11 Nonlinear Behavior 2.12 Elastoplastic Analysis Problems3.TOrsion 3.1 IntrOductiOn 3.2 TDrsional Deformations of a Circular Bar 3.3 Circular Bars of Linearly Elastic Materials 3.4 Nonuniform Torsion 3.5 Stresses and Strains in Pure Shear 3.6 Relationship Between Moduli of Elasticity E and G 3.7 Transmission of Power bv Circular ShaftS 3.8 Statically Indeterminate Torsional Members 3.9 Strain Energy in Torsion and Pure Shear 3.10 Thin-Walled Tubes 3.11 Stress COncentrations in Torsion Problems4.Shear FoFees and Bending Moments 4.1 Introduction 4.2 Types of Beams.LoadS.and Reactions 4.3 Shear Forces and Bending Moments 4.4 Relationships Between Loads.Shear Forces.and Bending Moments 4.5 Shear-Force and Bending-Moment Diagrams Problems5.Stresses in Bcams（Basic Topics） 5.1 InLroduction 5.2 Pure Bending and Nonuniform Bending 5.3 Curvature of a Beam 5.4 Longitudinal Strains in Bearns 5.5 Normal Stresses in Beams fLinearly Elastic Materialsl 5.6 Design of Beams for Bending Stresses 5.7 Nonprismatic Beams 5.8 Shear Stresses in Bcams of Rectangular Cross Section 5.9 Shear Stresses in Beams of Circular Cross Section 5.10 Shear Stresses in the Webs 0f Bearns with Flanges 5.11 Built-UP Beams and Shear Flow 5.12 Beams with Axial Loads 5.13 Stress Concentrations in Bending Problems6. Stresses in Bcams（Advanced Topics） 6.1 IntrOduction 6.2 Composite Beams 6.3 Transformed-Section Method 6.4 Doubly Symmetric Beams with Inclined Loads 6.5 Bending Of Unsymmetric Beams 6.6 The Shear-Center Concept 3 6.7 Shear Stresses in Bearns of Thin-Walied Open Cross Sections 6.8 Shear Stresses in Wide.Flange Bcams 6.9 Shear Centers of Thin-Wlied Open Sections 6.10 Elastoplastic Bending Problems7.Analysis of Stress and Strain 7.1 Introduction 7.2 Plane Stress 7.3 Principal Stresses and Maximum Shear Stresses 7.4 Mohr'S Circle for Plane Stress 7.5 Hooke'S Law for Plane Stress 7.6 Triaxial Stress 7.7 Plane Strain Problems8.Applications of Plane Stress（Pressure Vessels，Beams，and CombinedLoadings） 8.1 Introduction 8.2 Spherical Pressure Vessels 8.3 Cylindrical Pressure Vessels 8.4 Maximum Stresses in Beams 8.5 Combined Loadings Problems9.Deflections of Bearns 9.1 Introduction 9.2 Differential Equations of the Deflection Curve 9.3 Deflections by Integration of the Bending-Moment Equation 9.4 Deflections by Integration of the Shear-Force and LoadEquations 9.5 Method of Superposition 9.6 Moment-Area Method 9.7 Nonprismatic Beams 9.8 Strain Energy of Bending 9.9 Castigliano'S Theorem 9.10 Deflections Produced by Impact 9.11 Temperature Effects Problems10.Statically Indeterminate Beams 10.1 Introduction 10.2 Types of Statically Indeterminate Beams 10.3 Analysis by the Differential Equations of the DeflectionCurve 10.4 Method of Superposition 10.5 Temperature Efiects 10.6 Longitudinal Displacements at the Ends of a Beam Problems11.Columns 11.1 Introduction 11.2 Buckling and Stability 11.3 Columns with Pinned Ends 11.4 Columns with Other Support Conditions 11.5 Columns with Eccentric Axial Loads 11.6 The Secant Formula for Columns 11.7 Elastic and Inelastic Column Behavior 11.8 Inelastic Buckling Problems12.Review of Centroids and Moments of Inertia 12.1 Introduction 12.2 Centroids of Plane Areas 12.3 Centroids of Composite Ateas 12.4 Moments of Inertia of Plane Areas 12.5 Parallel-Axis Theorem for Moments of Inertia 12.6 Polar Moments of Inertia 12.7 Products of Inertia 12.8 Rotation of Axes 12.9 Principal Axes and Principal Moments of Inertia ProblemsReferences and Historical NotesAppendix A：Systems of Units and Conversion FactorsAppendix B：Problem SolvingAppendix C：Mathematical FormulasAppendix D：Properties of Plane AreasAppendix E：Properties of Structural-Steel ShapesAppendix F：Properties of Solid TimberAppendix G：Deflections and Slopes of BeamsAppendix H：Properties of MaterialsAnswers to ProblemsIndex

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Contents
Preface
1.Tension，Compression，and Shear
  1.1 Introduction to Mechanics of Materials
  1.2 Normal Stress and Strain
  1.3 Mechanical Properties of Materials
  1.4 Elasticity，Plasticity，and Creep
  1.5 Linear Elasticity.Hooke'S Law.and Poisson'S Ratio 1
  1.6 Shear Stress and Strain
  1.7 Allowable Stresses and Allowable Loads
  1.8 Design for Axial Loads and Direct Shear
  Problems
2. Axially Loaded Members
  2.1 IntroductiOn
  2.2 Changes in Lengths of Axially Loaded Members
  2.3 Changes in Lengths under Nonuniform Conditions
  2.4 Statically Indeterminate Structures
  2.5 Thermal Effects.Misfits.and PrestrairlS
  2.6 Stresses on Inclined Sections
  2.7 Strain Energy
  2.8 Impact Loading
  2.9 Repeated Loading and Fatigue
  2.10 Stress Concentrations
  2.11 Nonlinear Behavior
  2.12 Elastoplastic Analysis
  Problems
3.TOrsion
  3.1 IntrOductiOn
  3.2 TDrsional Deformations of a Circular Bar
  3.3 Circular Bars of Linearly Elastic Materials
  3.4 Nonuniform Torsion
  3.5 Stresses and Strains in Pure Shear
  3.6 Relationship Between Moduli of Elasticity E and G
  3.7 Transmission of Power bv Circular ShaftS
  3.8 Statically Indeterminate Torsional Members
  3.9 Strain Energy in Torsion and Pure Shear
  3.10 Thin-Walled Tubes
  3.11 Stress COncentrations in Torsion
  Problems
4.Shear FoFees and Bending Moments
  4.1 Introduction
  4.2 Types of Beams.LoadS.and Reactions
  4.3 Shear Forces and Bending Moments
  4.4 Relationships Between Loads.Shear Forces.and Bending Moments
  4.5 Shear-Force and Bending-Moment Diagrams
  Problems
5.Stresses in Bcams（Basic Topics）
  5.1 InLroduction
  5.2 Pure Bending and Nonuniform Bending
  5.3 Curvature of a Beam
  5.4 Longitudinal Strains in Bearns
  5.5 Normal Stresses in Beams fLinearly Elastic Materialsl
  5.6 Design of Beams for Bending Stresses
  5.7 Nonprismatic Beams
  5.8 Shear Stresses in Bcams of Rectangular Cross Section
  5.9 Shear Stresses in Beams of Circular Cross Section
  5.10 Shear Stresses in the Webs 0f Bearns with Flanges
  5.11 Built-UP Beams and Shear Flow
  5.12 Beams with Axial Loads
  5.13 Stress Concentrations in Bending
  Problems
6. Stresses in Bcams（Advanced Topics）
  6.1 IntrOduction
  6.2 Composite Beams
  6.3 Transformed-Section Method
  6.4 Doubly Symmetric Beams with Inclined Loads
  6.5 Bending Of Unsymmetric Beams
  6.6 The Shear-Center Concept 3
  6.7 Shear Stresses in Bearns of Thin-Walied Open Cross Sections
  6.8 Shear Stresses in Wide.Flange Bcams
  6.9 Shear Centers of Thin-Wlied Open Sections
  6.10 Elastoplastic Bending
  Problems
7.Analysis of Stress and Strain
  7.1 Introduction
  7.2 Plane Stress
  7.3 Principal Stresses and Maximum Shear Stresses
  7.4 Mohr'S Circle for Plane Stress
  7.5 Hooke'S Law for Plane Stress
  7.6 Triaxial Stress
  7.7 Plane Strain
  Problems
8.Applications of Plane Stress（Pressure Vessels，Beams，and Combined
Loadings）
  8.1 Introduction
  8.2 Spherical Pressure Vessels
  8.3 Cylindrical Pressure Vessels
  8.4 Maximum Stresses in Beams
  8.5 Combined Loadings
  Problems
9.Deflections of Bearns
  9.1 Introduction
  9.2 Differential Equations of the Deflection Curve
  9.3 Deflections by Integration of the Bending-Moment Equation
  9.4 Deflections by Integration of the Shear-Force and Load
Equations
  9.5 Method of Superposition
  9.6 Moment-Area Method
  9.7 Nonprismatic Beams
  9.8 Strain Energy of Bending
  9.9 Castigliano'S Theorem
  9.10 Deflections Produced by Impact
  9.11 Temperature Effects
  Problems
10.Statically Indeterminate Beams
  10.1 Introduction
  10.2 Types of Statically Indeterminate Beams
  10.3 Analysis by the Differential Equations of the Deflection
Curve
  10.4 Method of Superposition
  10.5 Temperature Efiects
  10.6 Longitudinal Displacements at the Ends of a Beam
  Problems
11.Columns
  11.1 Introduction
  11.2 Buckling and Stability
  11.3 Columns with Pinned Ends
  11.4 Columns with Other Support Conditions
  11.5 Columns with Eccentric Axial Loads
  11.6 The Secant Formula for Columns
  11.7 Elastic and Inelastic Column Behavior
  11.8 Inelastic Buckling
  Problems
12.Review of Centroids and Moments of Inertia
  12.1 Introduction
  12.2 Centroids of Plane Areas
  12.3 Centroids of Composite Ateas
  12.4 Moments of Inertia of Plane Areas
  12.5 Parallel-Axis Theorem for Moments of Inertia
  12.6 Polar Moments of Inertia
  12.7 Products of Inertia
  12.8 Rotation of Axes
  12.9 Principal Axes and Principal Moments of Inertia
  Problems
References and Historical Notes
Appendix A：Systems of Units and Conversion Factors
Appendix B：Problem Solving
Appendix C：Mathematical Formulas
Appendix D：Properties of Plane Areas
Appendix E：Properties of Structural-Steel Shapes
Appendix F：Properties of Solid Timber
Appendix G：Deflections and Slopes of Beams
Appendix H：Properties of Materials
Answers to Problems
Index
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