王开福编著的《材料力学(理工科核心课程双语规划教材)》英文编写，让学生在学习专业知识的同时能够通过英语进行思维，通过英语分析问题和解决问题，提高英语应用能力。本书内容由作者根据多年的教学经验进行编写，紧扣教学大纲，能满足教学的基本要求；章节安排由浅人深，循序渐进，符合认识规律；概念清晰，论述严谨，便于学生掌握重点，理解难点；例题和习题由作者设计和编写，做到举一反三；所有图形和图像均由作者绘制或拍摄，图形美观，图像清晰。

王开福编著的《材料力学(理工科核心课程双语规划教材)》是材料力学双语教材，系统论述了材料力学的基本概念、基础理论、计算方法和工程应用。《材料力学(理工科核心课程双语规划教材)》由13章正文和4个附录组成，正文内容包括应力与应变(Stresses andStrains)、材料的机械性能(Mechanical Properties of Materials)、杆的轴向拉伸与压缩(Axial Tension and Compression of Bars)、轴的扭转(Torsion of Shafts)、梁的剪力与弯矩(Shearing Force and Bending Moment of Beams)、梁的正应力与剪应力(Normal Stressand Shearing Stress in Beams)、梁的挠度与转角(Deftection and Slope of Beams)、应力分析与强度理论(Analysis of Stresses and Theories of Strength)、组合载荷(Combined Loadings)、压杆稳定(Stability of Columns)、能量法(Energy Methods)、动载荷(Dynamic Loadings)和静不定结构(Statically Indeterminate Structures)；附录部分包括截面几何性质(Geometrical Properties ofAreas)、型钢几何性质(Geometrical Properties of Rolled-steel Shapes)、常用截面的惯性矩与极惯性矩(Moment of Inertia and Polar Moment of Inertia of Commonly-Used Areas)和常用梁的挠度与转角(Deflections and Slopes of Commonly-Used Beams)。

本书可作为高等院校航空、航天、机械、土木、水利、建筑、船舶、汽车、材料和力学等专业本科教学的材料力学双语教材，也可供相关专业的高校教师、研究人员和技术人员参考。

Preface

Chapter 1 Stresses and Strains

 1.1 What Is Mechanics of Materials

 1.2 Basic Assumptions of Materials

 1.3 External Forces

 1.4 Internal Forces

 1.5 Stresses

 1.6 Strains

 1.7 Deformations of Members

 Problems 

Chapter 2 Mechanical Properties of Materials

 2.1 Tensile or Compressive Test

 2.2 Tension of Low-Carbon Steel 

 2.3 Ductile and Brittle Materials

 2.4 Stress-Strain Curve of Ductile Materials Without Distinct Yield Point

 2.5 Percent Elongation and Percent Reduction in Area 

 2.6 Hooke's Law

 2.7 Mechanical Properties of Materials in Compression

Chapter 3 Axial Tension and Compression of Bars

 3.1 Definition of Axial Tension and Compression

 3.2 Axial Force

 3.3 Normal Stress on Cross Section

 3.4 Saint-Venant's Principle

 3.5 Normal and Shearing Stresses on Oblique Section

 3.6 Normal Strain

 3.7 Deformation of Axially Loaded Bar

 3.8 Statically Indeterminate Axially Loaded Bar

 3.9 Design of Axially Loaded Bar

 3.10 Stress Concentrations 

 Problems 

Chapter 4 Torsion of Shafts

 4.1 Definition of Torsion

 4.2 Twisting Moment 

 4.3 Hooke's Law in Shear 

 4.4 Shearing Stress on Cross Section of Circular Shaft 

 4.5 Nomal and Shearing Stresses on Oblique Section of Circular Shaft

 4.6 Angle of Twist

 4.7 Statically Indeterminate Circular Shaft 

 4.8 Design of Circular Shaft

 Problems 

Chapter 5 Shearing Force and Bending Moment of Beams

 5.1 Definition of Bending

 5.2 Shearing—Force and Bending-Moment Diagrams

 5.3 Relations Among Distributed Load，Shearing Force，and Bending Moment

 5.4 Relations Among Concentrated Load，Shearing Force，and Bending Moment

 Problems 

Chapter 6 Normal Stress and Shearing Stress in Beams

 6.1 Types of Bending

 6.2 Norreal Stresses on Cross Section in Pure Bending

 6.3 Normal and Shearing Stresses on Cross Section in Transverse-Force Bending

 6.4 Design of Prismatic Beams in Bending

 Problems 

Chapter 7 Deflection and Slope of Beams-

 7.1 Deformation of Beams 

 7.2 Method of Integration 

 7.3 Method of Superposition

 7.4 Statically Indeterminate Beams

 Problems 

Chapter 8 Analysis of Stresses and Theories of Strength

 8.1 State of Stress

 8.2 Transformation of Plane Stress

 8.3 Principal Stresses for Plane stress 

 8.4 Maximum Shearing Stress for Plane Stress

 8.5 Stresses in Pressure Vessels

 8.6 Generalized Hooke's Law 

 8.7 Theories of Strength Under Plane Stress

 Problems

Chapter 9 Combined Loadings

 9.1 Definition of Combined Loadings

 9.2 Stress in Bar Subjected tO Eccentric Tension or Compression

 9.3 Stress in 1-Section Beam Subj ected to Transverse Bending

 9.4 Stress in Beam Subj ected to Bending and Axial Tension／Compression

 9.5 Stress in Shaft Subjected tO Torsion and Bending 

 Problems

Chapter 10 Stability of Columns

 10.1 Definition of Buckling

 10.2 Critical Load of Long Slender Columns Under Centric Load with Pin Supports

 10.3 Critical Load of Long Slender Columns Under Centric Load with Other Supports

 10.4 Critical Stress of Long Slender Columns Under Centric Load

 10.5 Critical Stress of Intermediate Length Columns Under Centric Load

 10.6 Design of Columns Under Centric Load

 Problems

Chapter 11 Energy Methods

 11.1 External Work

 11.2 Stain-Energy Density

 11.3 Strain Energy

 11.4 Principle of Work and Energy

 11.5 Castigliano's Theorem

 11.6 Unit Load Method

 11.7 Applications of Enorgy Methods

 Problems

Chapter 12 Dynamic Loadings

 12.1 Definition of Impact Loadings

 12.2 Vertical Impact 

 12.3 Horizontal Impact

 Problems

Chapter 13 Statically Indeterminate Structures

 13.1 Concept of Statically Indeterminate Structures

 13.2 External and Internal Indeterminacy 

 13.3 Force Method for Analysis of Statically Indeterminate Structures 

 13.4 Force Method for Analysis of Symmetrical Indeterminate Structures 

 Problems

Appendix I Geometrical Properties of Areas

 I.1 First Moment and Centroid

 I.2 First Moment and Centroid of a Composite Area

 I.3 Moment of Inertia and Polar Moment of Inertia

 I.4 Radius of Gyration and Polar Radius of Gyration

 I.5 Product of Inertia

 I.6 Parallel—Axis Theorem

AppendixⅡ Geometrical Properties of Rolled-Steel Shapes

 Ⅱ.1 I-Steel

 Ⅱ.2 Channel Steel

 Ⅱ.3 Equal Angle Steel

 Ⅱ.4 Unequal Angle Steel

AppendixⅢ Moment of Inertia and Polar Moment of Inertia of Commonly-Used Areas

Appendix IV Deflections and Slopes of Commonly-Used Beams

Giossaries

References