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
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