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材料力学(第5版)(影印版)


作者:
R.C.Hibbeler
定价:
64.40元
ISBN:
978-7-04-014008-8
版面字数:
400千字
开本:
16开
全书页数:
848页
装帧形式:
平装
重点项目:
暂无
出版时间:
2004-01-30
物料号:
14008-00
读者对象:
高等教育
一级分类:
力学类
二级分类:
工科各专业力学基础课程
三级分类:
材料力学

《材料力学(第5版)(影印版)》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。

本书在许多节的后面,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。

本书第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。

本书是一本优秀教材,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,本书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。

  • PREFACE xi
  • 1 STRESS
    • 1.1 Introduction
    • 1.2 Equilibrium of a Deformable Body
    • 1.3 Stress
    • 1.4 Average Normal Stress in an Axially Loaded Bar
    • 1.5 Average Shear Stress
    • 1.6 Allowable Stress
  • 2 STRAIN
    • 2.1 Deformation
    • 2.2 Strain
  • 3 MECHANICAL PROPERTIES OF MATERIALS
    • 3.1 The Tension and Compression Test
    • 3.2 The Stress-Strain Diagram
    • 3.3 Stress-Strain Behavior of Ductile and Brittle Materials
    • 3.4 Hooke's Law
    • 3.5 Strain Energy
    • 3.6 Poisson's Ratio
    • 3.7 The Shear Stress-Strain Diagram
    • 3.8 railure of Materials Due to Creep and Fatigue
  • 4 AXIAL LOAD
    • 4.1 Saint-Venant's Principle
    • 4.2 Elastic Deformation of an Axially Loaded Member
    • 4.3 Principle of Superposition
    • 4.4 Statically Indeterminate Axially Loaded Member
    • 4.5 The Force Method of Analysis for Axially Loaded Members
    • 4.6 Thermal Stress
    • 4.7 Stress Concentrations
    • 4.8 Inelastic Axial Deformation
    • 4.9 Residual Stress
  • 5 TORSION
    • 5.1 Torsional Deformation of a Circular Shaft
    • 5.2 The Torsion Formula
    • 5.3 Power Transmission
    • 5.4 Angle of Twist
    • 5.5 Statically Indeterminate Torque-Loaded Members
    • 5.6 Solid Noncircular Shafts
    • 5.7 Thin-Walled Tubes Having Closed Cross Sections
    • 5.8 Stress Concentration
    • 5.9 Inelastic Torsion
    • 5.10 Residual Stress
  • 6 BENDING
    • 6.1 Shear and Moment Diagrams
    • 6.2 Graphical Method for Constructing Shear and Moment Diagrams 264
    • 6.3 Bending Deformation of a Straight Member
    • 6.4 The Flexure Formula
    • 6.5 Unsymmetric Bending
    • 6.6 Composite Beams
    • 6.7 Reinforced Concrete Beams
    • 6.8 Curved Beams
    • 6.9 Stress Concentrations
    • 6.10 Inelastic Bending
    • 6.11 Residual Stress
  • 7 TRANSVERSE SHEAR
    • 7.1 Shear in Straight Members
    • 7.2 The Shear Formula
    • 7.3 Shear Stresses in Beams
    • 7.4 Shear Flow in Built-up Members
    • 7.5 Shear Flow in Thin-Walled Members
    • 7.6 Shear Center
  • 8 COMBINED LOADINGS
    • 8.1 Thin-Walled Vessels
    • 8.2 State of Stress Caused by Combined Loadings
  • 9 STRESS TRANSFORMATION
    • 9.1 Plane-Stress Transformation
    • 9.2 General Equations of Plane-Stress Transformation
    • 9.3 Principal Stresses and Maximum In-Plane Shear Stress
    • 9.4 Mohr's Circle-Plane Stress
    • 9.5 Stress in Shafts Due to Axial Load and Torsion
    • 9.6 Stress Variations Throughout a Prismatic Beam
    • 9.7 Absolute Maximum Shear Stress
  • 10 STRAIN TRANSFORMATION
    • 10.1 Plane Strain
    • 10.2General Equations of Plane-Strain Transformation
    • 10.3 Mohr's Circle-Plane Strain
    • 10.4 Absolute Maximum Shear Strain
    • 10.5 Strain Rosettes 508
    • 10.6 Material-Property Relationships
    • 10.7 Theories of Failure
  • 11 DESIGN OF BEAMS AND SHAFTS
    • 11.1 Basis for Beam Design
    • 11.2 Prismatic Beam Design
    • 11.3 Fully Stressed Beams
    • 11.4 Shaft Design
  • 12 DEFLECTIONS OF BEAMS AND SHAFTS
    • 12.1 The Elastic Curve
    • 12.2 Slope and Displacement by Integration
    • 12.3 Discontinuity Functions
    • 12.4 Slope and Displacement by the Moment-Area Method
    • 12.5 Method of Superposition
    • 12.6 Statically Indeterminate Beams and Shafts
    • 12.7 Statically Indeterminate Beams and Shafts-Method of Integration
    • 12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method 628
    • 12.9 Statically Indeterminate Beams and Shafts-Method of Superposition
  • 13 BUCKLING OF COLUMNS
    • 13.1 Critical Load
    • 13.2 Ideal Column with Pin Supports
    • 13.3 Columns Having Various Types of Supports
    • 13.4 The Secant Formula
    • 13.5 Inelastic Buckling
    • 13.6 Design of Columns for Concentric Loading
    • 13.7 Design of Columns for Eccentric Loading
  • 14 ENERGY METHODS
    • 14.1 External Work and Strain Energy
    • 14.2 Elastic Strain Energy for Various Types of Loading 710
    • 14.3 Conservation of Energy
    • 14.4 Impact Loading
    • 14.5 Principle of Virtual Work
    • 14.6 Method of Virtual Forces Applied to Trusses
    • 14.7 Method of Virtual Forces Applied to Beams
    • 14.8 Castigliano's Theorem
    • 14.9 Castigliano's Theorem Applied to Trusses
    • 14.10 Castigliano's Theorem Applied to Beams
  • A GEOMETRIC PROPERTIES OF AN AREA
    • A.1 Centroid of an Area
    • A.2 Moment of Inertia for an Area
    • A.3 Product of Inertia for an Area
    • A.4 Moments of Inertia for an Area about Inclined Axes 784
    • A.5 Mohr's Circle for Moments of Inertia
  • B GEOMETRICAL PROPERTIES OF STRUCTURAL SHAPES
  • C SLOPES AND DEFLECTIONS OF BEAMS
  • D REVIEW FOR THE FUNDAMENTALS OF ENGINEERING
  • EXAM
  • ANSWERS
  • INDEX

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