固体力学引论（第3版）

　　Preface ix
　　About the Authors xv
　　1 Fundamental Notions
　　1.1 Introduction
　　1.2 Fundamental Concepts
　　1.3 Vectors and Tensors
　　1.4 Force Distributions
　　1.5 A Note on Force and Mass
　　1.6 Closure
　　1.7 ALookBack
　　2 Stress
　　2.1 Introduction
　　2.2 Stress
　　2.3 Stress Notation
　　2.4 Complementary Property of Shear
　　2.5 A Comment on the Complementary Property of Shear
　　2.6 Equations of Equilibrium in Differential Form
　　2.7 Closure
　　2.8 A Look Ahead: Hydrostatics
　　Highlights （2）
　　3 strain
　　3.1 Introduction
　　3.2 The Displacement Field
　　3.3 Strain Components
　　3.4 Strains in Terms of the Displacement Field
　　3.5 Compatibility Considerations
　　3.6 Closure
　　3.7 A Look Ahead; Fluid Mechanics I
　　Highlights （3）
　　4 Introduction to Mechanical Properties of Solids
　　4.1 Introduction
　　4.2 The Tensile Test
　　4.3 Strain Hardening and Other Properties
　　4.4 Idealized One-Dimensional, Time Independent, Stress-Strain Laws
　　4.5 A Look Ahead; Viscoelasticity and Creep
　　4.6 Fatigue
　　4.7 Stress Concentration
　　4.8 One-Dimensional Thermal Stress
　　4.9 Closure
　　4.10 A Look Back
　　4.11 A LookAhead; Composite Materials
　　Highlights （4）
　　5 One-Dimensional Problems
　　5.1 Introduction lll
　　5.2 Basic Considerations
　　5.3 Statically Determinate Problems
　　5.4 Statically Indeterminate Problems
　　5.5 Residual Stress Problem
　　5.6 Design Problem
　　5.7 Thermoelastic Problems
　　5.8 Closure
　　5.9 A Look Ahead; Basic Laws of Continua
　　Highlights （5）
　　6 Generalized Hooke's Law and Introduction to Energy Methods
　　6.1 Introduction
　　Part A: Simple Constitutive Relations
　　6.2 Three-Dimensional Hooke's Law for Isotropic Materials
　　6.3 Relation Between the Three Material Constants
　　6.4 Nonisothermal Hooke's Law
　　6.5 Nonisotropic, Linear, Elastic Behavior: Generalized Hooke's Law
　　6.6 A Look Ahead; Fluid Mechanics II
　　Part B: Introduction to Energy Methods
　　6.7 Strain Energy
　　6.8 Castigliano's Second Theorem （Energy Methods I）
　　6.9 Basic Equations of Elasticity
　　6.10 Closure
　　6.11 A Look Ahead; Variational Methods
　　6.12 Highlights （6）
　　7 Plane stress
　　7.1 Introduction
　　7.2 Stress Variations at a Point for Plane Stress
　　7.3 A Pause and a Comment
　　7.4 Principal Stresses and Principal Axes
　　7.5 Mohr's Circle
　　7.6 Closure
　　Highlights （7）
　　8 Plane Strain
　　8.1 Introduction
　　8.2 A Look Back; Taylor Series and Directional Derivatives
　　8.3 Transformation Equations for Plane Strain
　　8.4 Properties of Plane Strain
　　8.5 A Pertinent Comment
　　8.6 Strain Gages
　　8.7 Closure
　　Highlights （8）
　　9 Failure Criteria
　　9.1 Introduction
　　9.2 Yield Criteria for Isotropic Ductile Materials
　　9.3 Yield Surfaces
　　9.4 Maximum Normal Stress Theory for Brittle Fracture
　　9.5 Comparison of the Theories
　　9.6 Closure
　　Highlights （9）
　　9.7 A Look Back; Equivalent Force Systems
　　10 Section Forces in Beams
　　10.1 Introduction
　　10.2 Shear Force, Axial Force,and Bending Moment
　　10.3 Direct Formulations of Shear and Bending-Moment Equations
　　10.4 Differential Relations for Bending Moment, Shear Force, and Load
　　10.5 Sketching Shear-Force and Bending-Moment Diagrams
　　10.6 Problems Requiring Equations and Diagrams
　　10.7 Additional Considerations
　　10.8 Closure
　　10.9 ALook Back
　　Highlights （10）
　　11 Stresses in Beams
　　11.1 Introduction
　　Part A: Basic Considerations
　　11.2 Pure Bending of Symmetric Beams
　　11.3 Bending of Symmetric Beams with Shear: Normal Stress
　　11.4 Bending of Symmetric Beams with Shear: Shear Stress
　　11.5 Determination of the Sign of the Shear Stress
　　11.6 Consideration of General Cuts
　　Part B: Special Topics
　　11.7 Composite Beams
　　11.8 Case of Unsymmetric Beams
　　11.9 Shear Stress in Beams of Narrow Open Cross Section
　　11.10 A Note on the Shear Center for Thin-Walled Open Members
　　11.11 Inelastic Behavior of Beams:The Elastic, Perfectly Plastic Case
　　11.12 A Note on the Failure of a Structure:Limit Design
　　11.13 Inelastic Behavior of Beams:Generalized Stress-Strain Relation
　　11.14 Stress Concentrations for Bending
　　11.15 Bending of Curved Beams
　　11.16 Closure
　　Highlights for Part A （11）
　　12 Deflection of Beams
　　12.1 Introduction
　　12.2 Differential Equations for Deflection of Symmetric Beams
　　12.3 Additional Problems
　　12.4 Statically Indeterminate Beams
　　12.5 Superposition Methods
　　12.6 Shear Deflection of Beams
　　12.7 Energy Methods for Beams
　　12.8 Closure
　　A Look Ahead: A Closer Look at Beam Deflection and Highlights （12）
　　13 Singularity Functions
　　13.1 Introduction
　　13.2 Delta Functions and Step Functions
　　13.3 Deflection Computations Using Singularity Functions
　　13.4 The Doublet Function
　　13.5 Closure
　　14 Torsion
　　14.1 Introduction
　　14.2 Circular Shafts
　　14.3 Torsion Problems Involving Circular Shafts
　　14.4 Stress Concentrations
　　14.5 Torsion of Thin-Walled Noncircular
　　Closed Shafts
　　14.6 Elastic, Perfectly Plastic Torsion
　　14.7 Noncircular Cross Sections
　　14.8 Strain Energy Computations for Twisting
　　14.9 Closure
　　Highlights （14）
　　15 Three-Dimensional Stress Properties at a Point
　　15.1 Introduction
　　15.2 Three-Dimensional Transformation Formulations for Stress
　　15.3 Principal Stresses for a General State of Stress
　　15.4 Tensor Invariants
　　15.5 A Look Ahead: Tensor Notation
　　15.6 Closure
　　Highlights （15）
　　16 Three-Dimensional Strain Relations at a Point
　　16.1 Introduction
　　16.2 Transformation Equations for Strain
　　16.3 Properties of Strain
　　16.4 Closure
　　Highlights （16）
　　17 Introduction to Elastic Stability
　　17.1 Introduction
　　17.2 Definition of Critical Load
　　17.3 A Note on Types of Elastic Instabilities
　　17.4 Beam-Column Equations
　　17.5 The Column: Buckling Loads
　　17.6 Looking Back as Well as Ahead
　　17.7 Solution of Beam-Column Problems
　　17.8 Initially Bent Member
　　17.9 Eccentrically Loaded Columns
　　17.10 General Considerations
　　17.11 Inelastic Column Theory
　　17.12 A Note on Column Formulas
　　17.13 Closure
　　17.14 A Look Ahead: Finite Elements
　　Highlights （17）
　　18 ENERGY METHODS
　　18.1 Introduction
　　Part A: Displacement Methods
　　18.2 Principal of Virtual Work
　　18.3 Method of Total Potential Energy
　　18.4 A Comment on the Total Potential Energy Method
　　18.5 The First Castigliano Theorem
　　Part B: Force Methods
　　18.6 Principal of Complementary Virtual Work
　　18.7 Complementary Potential Energy Principal
　　……
　　19Introduction to Finite Elements
　　Ⅰ.Deformation of Isotropic Materials
　　Ⅱ.Proof Using Tensor Notation that Strain Is a Second-Order Tensor
　　Ⅲ.A Note on the Maxwell-Bettl Theorem
　　Ⅳ.Tables
　　Ⅴ.Answers to Problems
　　Index

　　《固体力学引论（第3版）》把固体力学的基本概念、基本原理和常用公式提取出来，采用物理概念加简明数学推导的讲授方法，不追求理论的完整性和系统性，不要求学生掌握用解析方法求解固体力学二维、三维问题的能力，而把重点放在正确理解概念和合理应用基本原理及常用公式去解决工程问题。
　　《固体力学引论（第3版）》像一本拓展了的材料力学教材，按基础课的要求把固体力学和材料力学两者融为一体、选其精华，是一本颇有特色的教材，目前已经是第5版。作者有丰富的教学经验，曾写过不少优秀教材，《固体力学引论（第3版）》对我国工程专业力学系列课程的教学改革具有参考意义。
　　《固体力学引论（第3版）》可以作为我国材料力学、工程力学和弹性力学课程的英文教材或教学参考书。