图书介绍

Mechanics of materials2025|PDF|Epub|mobi|kindle电子书版本百度云盘下载

Mechanics of materials
  • R. C. Hibbeler 著
  • 出版社： Pearson Education
  • ISBN：0130081817
  • 出版时间：2003
  • 标注页数：848页
  • 文件大小：107MB
  • 文件页数：867页
  • 主题词：

PDF下载


点此进入-本书在线PDF格式电子书下载【推荐-云解压-方便快捷】直接下载PDF格式图书。移动端-PC端通用
种子下载[BT下载速度快]温馨提示：（请使用BT下载软件FDM进行下载）软件下载地址页直链下载[便捷但速度慢]  [在线试读本书]   [在线获取解压码]
点击复制MD5值：f6c6f70999213583e96e06d3ce669cd2

下载说明

Mechanics of materialsPDF格式电子书版下载

下载的文件为RAR压缩包。需要使用解压软件进行解压得到PDF格式图书。

点击复制85GB完整离线版磁力链接到迅雷FDM等BT下载工具进行下载  详情点击-查看共享计划
建议使用BT下载工具Free Download Manager进行下载,简称FDM(免费,没有广告,支持多平台）。本站资源全部打包为BT种子。所以需要使用专业的BT下载软件进行下载。如BitComet qBittorrent uTorrent等BT下载工具。迅雷目前由于本站不是热门资源。不推荐使用！后期资源热门了。安装了迅雷也可以迅雷进行下载！

（文件页数 要大于 标注页数，上中下等多册电子书除外）

注意：本站所有压缩包均有解压码： 点击下载压缩包解压工具

图书目录

1STRESS3

1.1 Introduction3

1.2 Equilibrium of a Deformable Body4

1.3 Stress22

1.4 Average Normal Stress in an Axially Loaded Bar24

1.5 Average Shear Stress32

1.6 Allowable Stress48

2STRAIN67

2.1 Deformation67

2.2 Strain68

3MECHANICAL PROPERTIES OF MATERIALS83

3.1 The Tension and Compression Test83

3.2 The Stress-Strain Diagram85

3.3 Stress-Strain Behavior of Ductile and Brittle Materials89

3.4 Hooke’s Law92

3.5 Strain Energy94

3.6 Poisson’s Ratio104

3.7 The Shear Stress-Strain Diagram106

3.8 Failure of Materials Due to Creep and Fatigue109

4AXIAL LOAD117

4.1 Saint-Venant’s Principle117

4.2 Elastic Deformation of an Axially Loaded Member120

4.3 Principle of Superposition133

4.4 Statically Indeterminate Axially Loaded Member134

4.5 The Force Method of Analysis for Axially Loaded Members140

4.6 Thermal Stress148

4.7 Stress Concentrations156

4.8 Inelastic Axial Deformation162

4.9 Residual Stress167

5TORSION177

5.1 Torsional Deformation of a Circular Shaft177

5.2 The Torsion Formula178

5.3 Power Transmission189

5.4 Angle of Twist198

5.5 Statically Indeterminate Torque-Loaded Members213

5.6 Solid Noncircular Shafts220

5.7 Thin-Walled Tubes Having Closed Cross Sections223

5.8 Stress Concentration234

5.9 Inelastic Torsion237

5.10 Residual Stress244

6BENDING255

6.1 Shear and Moment Diagrams255

6.2 Graphical Method for Constructing Shear and Moment Diagrams264

6.3 Bending Deformation of a Straight Member282

6.4 The Flexure Formula286

6.5 Unsymmetric Bending304

6.6 Composite Beams315

6.7 Reinforced Concrete Beams322

6.8 Curved Beams324

6.9 Stress Concentrations334

6.10 Inelastic Bending343

6.11 Residual Stress352

7TRANSVERSE SHEAR363

7.1 Shear in Straight Members363

7.2 The Shear Formula365

7.3 Shear Stresses in Beams366

7.4 Shear Flow in Built-up Members382

7.5 Shear Flow in Thin-Walled Members391

7.6 Shear Center396

8COMBINED LOADINGS409

8.1 Thin-Walled Vessels409

8.2 State of Stress Caused by Combined Loadings416

9STRESS TRANSFORMATION439

9.1 Plane-Stress Transformation439

9.2 General Equations of Plane-Stress Transformation444

9.3 Principal Stresses and Maximum In-Plane Shear Stress448

9.4 Mohr’s Circle—Plane Stress462

9.5 Stress in Shafts Due to Axial Load and Torsion471

9.6 Stress Variations Throughout a Prismatic Beam472

9.7 Absolute Maximum Shear Stress478

10STRAIN TRANSFORMATION489

10.1 Plane Strain489

10.2 General Equations of Plane-Strain Transformation491

10.3 Mohr’s Circle—Plane Strain498

10.4 Absolute Maximum Shear Strain505

10.5 Strain Rosettes508

10.6 Material-Property Relationships512

10.7 Theories of Failure524

11DESIGN OF BEAMS AND SHAFTS539

11.1 Basis for Beam Design539

11.2 Prismatic Beam Design541

11.3 Fully Stressed Beams554

11.4 Shaft Design558

12DEFLECTIONS OF BEAMS AND SHAFTS569

12.1 The Elastic Curve569

12.2 Slope and Displacement by Integration573

12.3 Discontinuity Functions590

12.4 Slope and Displacement by the Moment-Area Method600

12.5 Method of Superposition614

12.6 Statically Indeterminate Beams and Shafts622

12.7 Statically Indeterminate Beams and Shafts—Method of Integration622

12.8 Statically Indeterminate Beams and Shafts—Moment-Area Method628

12.9 Statically Indeterminate Beams and Shafts—Method of Superposition634

13BUCKLING OF COLUMNS649

13.1 Critical Load649

13.2 Ideal Column with Pin Supports652

13.3 Columns Having Various Types of Supports658

13.4 The Secant Formula669

13.5 Inelastic Buckling677

13.6 Design of Columns for Concentric Loading683

13.7 Design of Columns for Eccentric Loading694

14ENERGY METHODS705

14.1 External Work and Strain Energy705

14.2 Elastic Strain Energy for Various Types of Loading710

14.3 Conservation of Energy724

14.4 Impact Loading730

14.5 Principle of Virtual Work740

14.6 Method of Virtual Forces Applied to Trusses744

14.7 Method of Virtual Forces Applied to Beams752

14.8 Castigliano’s Theorem762

14.9 Castigliano’s Theorem Applied to Trusses764

14.10 Castigliano’s Theorem Applied to Beams768

A GEOMETRIC PROPERTIES OF AN AREA775

A.1 Centroid of an Area775

A.2 Moment of Inertia for an Area778

A.3 Product of Inertia for an Area782

A.4 Moments of Inertia for an Area about Inclined Axes784

A.5 Mohr’s Circle for Moments of Inertia786

B GEOMETRICAL PROPERTIES OF STRUCTURAL SHAPES792

C SLOPES AND DEFLECTIONS OF BEAMS800

D REVIEW FOR THE FUNDAMENTALS OF ENGINEERING EXAM802

ANSWERS822

INDEX844

热门推荐