Chapter 1 Stress 应力
1.1 Introduction 引言
1.2 Equilibrium of a Deformable Body 变形体的平衡
1.3 Stress 应力
1.4 Average Normal Stress in all Axially Loaded Bar 轴向加载杆的平均正应力
1.5 Average Shear Stress 平均剪应力
1.6Allowable Strss 容许应力
Chapter 2 Strain 应变
2.1 Deformation 变形
2.2 Strain 应变
Chapter 3 Mechanical Properties of Materials 材料的力学性质
3.1 The Tension and Compression Test 拉伸和压缩试验
3.2 The Stress—Strain Diagram 应力一应变图
3.3 Stress—Strain Behavior of Ductile and Brittle Materials 塑性和脆性材料的应力一应变特性
3.4 Hooke’s Law 虎克定律
3.5 Strain Energy 应变能
3.6 Poisson’s Ratio 泊松比
3.7 The Shear Stress—Strain Diagram 剪切应力一应变图
Chapter 4 Axial Load 轴向荷载
4.1 Saint—Venant’s Principle 圣文南原理
4.2 Elastic Deformation of an Axially Loaded Member 轴向加载杆件的弹性变形
4.3 Principle of Superposition 叠加原理
4.4 Statically Indeterminate Axially Loaded Member 静不定轴向加载杆件
4.5 The Force Method of Analysis for Axially Loaded Members 分析轴向加载杆件的力法
4.6 Thermal Stress 热应力
4.7 Stress Concentrations 应力集中
Chaoter 5 Torsion 扭转
5.1 Torsional Deformation of a Circular Shaft 圆轴的扭转变形
5.2 The Torsion Formula 扭转公式
5.3 Power Transmission 功率传递
5.4 Angle of Twist 扭转角
5.5 Statically Indeterminate Torque-Loaded Members 静不定受扭杆件
5.6*Solid Noncircular Shafts 实非圆截面轴
Chapter 6 Bending 弯曲
6.1 Shear and Moment Diagrams 剪力和弯矩图
6.2 Graphical Method for Constructing Shear and Moment Diagrams 绘制剪力和弯矩图的图解法
6.3 Bending Deformation of a Straight Member 直杆的弯曲变形
6.4 The Rexure Formula 弯曲公式
6.5 Unsymmetric Bending 非对称弯曲
Chapter 7 Trallsverse Shear 横向剪力
7.1 Shear in Straight Members 直杆中的剪力
7.2 The Shear Formula 剪切公式
7.3 Shear Stresses in Bearns 梁中的剪应力
7.4 Shear Flow in Built-up Members 组装杆件中的剪力流
7.5 Shear Flow in Thin-Walled Members 薄壁杆件中的剪力流
7.6*Shear Center 剪切中心
Chapter 8 Combined Loadings 组合荷载
8.1 Thin-Wailed Pressure Vessels 薄壁压力容器
8.2 State of Stress Caused by Combined Loadings 组合荷载引起的应力状态
Chapter 9 Stress Transformation 应力转换
9.I Plane-Stress Transfotination 平面应力转换
9.2 General Equations of Plane-Stress Transformation 平面应力转换的一般公式
9.3 Principal Stresses and Maximum In—Plane Shear Stress 主应力和平面内最大剪应力
9.4 Mohr’s Circle--Plane Stress 莫尔圆一平面应力
9.5 Stress in Shafts Due to Axial Load and Torsion 轴向荷载和扭矩引起的轴中应力
9.6 Stress Variations Throughout a Prismatic Beam 等截面梁内应力变化
9.7 Absolute Maximum Shear Stress 所有方向上最大剪应力
Chapter 10 Strain Transformation 应变转换
10.1 Plane Strain 平面应变
10.2 General Equations of Plane-Strain Transformation 平面应变转换的一般公式
10.3 Strain Rosettes 应变花
10.4 Material—Property Relationships 材料性质关系
10.5*Theories of Failure 失效理论
Chapter 11 Design of Beams and Shafts 梁和轴的设计
11.1 Basis for Beam Design 梁设计基础
11.2 Prismatic Beam Design 等截面梁设计
11.3*Fully Stressed Beams 满应力梁
11.4*Shaft Design 轴设计
Chapter 12 Deftections of Beams and Shafts 梁和轴的挠度
12.1 The Elastic Curve 弹性曲线
12.2 Slope and Displacement by Integration 积分求斜率和位移
12.3 Method of Superposition 叠加法
12.4 Statically Indeterminate Beams and Shafts 静不定梁和轴
12.5 Statically Indeterminate Beams and Shafts—Method of Integration 静不定梁和轴一积分法
12.6 Statically Indeterminate Beams and Shafts--Method of Superposition 静不定梁和轴一叠加法
Chapter 13 Buckling of Columns 柱的屈曲
13.1 Critical Load 临界荷载
13.2 Ideal Column with Pin Supports 两端铰支的理想柱
13.3 Columns Having Various Types of Supports 有各种支承的柱
13.4*T11e Secant Formula 正割公式
13.5*Inelastic Buckling 非弹性屈曲
Chapter 14 Energy Methods 能量法
14.1 External Work and Strain Energy 外力功和应变能
14.2 Elastic Strain Energy for Various Types of Loading 各种荷载下的弹性应变能
14.3 Conservation of Energy 能量守恒
14.4 Impact Loading 冲击荷载
14.5*Castigliano’s Theorem 卡氏定理
14.6*Castigliano’s Theorem Applied to Trusses 卡氏定理在桁架上的应用
14.7*Castigliano’s Theorem Applied to Beams 卡氏定理在梁上的应用
Appendix A Geometric Properties of an Area 面积的几何性质
A.1 Centroid of an Area 面积的形心
A.2 Moment of Inertia for an Area 面积的惯性矩
A.3 Product of Inertia for an Area 面积的惯性积
A.4 Moments of Inertia for an Area about Inclined Axes 面积对斜轴的惯性矩
Appendix B Geometric Properties of Structural Shapes 结构型钢的几何性质
Appendix C SIopes and Dellections of Beams 梁的转角和托度
Answers 参考答案
Glossary 术语表
