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  • Mechanics of Materials
    Mechanics 47,550
Mechanics of Materials > 청문각 도서
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Mechanics of Materials 요약정보 및 구매

Mechanics of Materials

저자 : Ugural

상품 선택옵션 0 개, 추가옵션 0 개

위시리스트0
시중가격 49,000원
판매가격 47,550원
출판사 Wiley
발행일20070226
ISBN 9780471721154
페이지00716
크기 254.51 x 212.85
언어 ENG
무게 135624
배송비결제 주문시 결제

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    Ugural provides a comprehensive and methodical presentation of the basic concepts in the analysis of members subjected to axial loads, torsion, bending, and pressure. The material presented strikes a balance between the theory necessary to gain insight into mechanics and numerical solutions, both of which are useful in performing stress analysis in a realistic setting. Readers will also benefit from the visual interpretation of the basic equations and of the means by which the loads are resisted in typical members.

    able of Contents: 

    PREFACE vii

    LIST OF SYMBOLS xix

    Chapter 1 INTRODUCTION 1

    1.1 Mechanics of Materials 2

    1.2 Scope of the Book 3

    1.3 Methods of Analysis 4

    1.4 Engineering Design 5

    1.5 Review of Static Equilibrium 6

    1.6 Internal Force Resultants 10

    1.7 Problem Formulation and Solution 13

    1.8 Application to Simple Structures 15

    Chapter Summary 26

    References 27

    Chapter 2 CONCEPT OF STRESS 28

    2.1 Introduction 29

    2.2 Internal Axial Forces 29

    2.3 Normal Stress 31

    2.4 Bearing Stress in Connections 37

    2.5 Shearing Stress 38

    2.6 Stresses in Simple Structures 43

    2.7 Allowable Stress and Factor of Safety 52

    2.8 Design of Bars for Axial Loading 56

    2.9 Case Studies 60

    2.10 Stress under General Loading 68

    Chapter Summary 77

    References 78

    Chapter 3 STRAIN AND MATERIAL PROPERTIES 79

    3.1 Introduction 80

    3.2 Deformation 80

    3.3 Strain 81

    3.4 Components of Strain 84

    3.5 Materials 89

    3.6 Stress-Strain Diagrams 90

    3.7 True Stress and True Strain 97

    3.8 Elastic versus Plastic Behavior 98

    3.9 Hooke's Law 99

    3.10 Poisson's Ratio 102

    3.11 Generalized Hooke's Law 108

    3.12 Strain Energy 113

    3.13 Impact Strength 115

    3.14 Fatigue 116

    3.15 Permanent Deformation 119

    3.16 General Properties of Materials 121

    3.17 Selecting Materials 122

    Chapter Summary 127

    References 129

    Chapter 4 AXIALLY LOADED MEMBERS 130

    4.1 Introduction 131

    4.2 Deformation of Axially Loaded Members 131

    4.3 Statically Indeterminate Structures 143

    4.4 Method of Superposition 147

    4.5 Thermal Deformation and Stress 148

    4.6 Stresses on Inclined Planes 156

    4.7 Saint-Venant's Principle 159

    4.8 Stress Concentrations 160

    4.9 Ductility and Design 164

    4.10 Plastic Deformation and Residual Stress 165

    Chapter Summary 172

    References 173

    Chapter 5 TORSION 174

    5.1 Introduction 175

    5.2 Deformation of a Circular Shaft 175

    5.3 The Torsion Formula 178

    5.4 Axial and Transverse Shear Stresses 180

    5.5 Stresses on Inclined Planes 183

    5.6 Angle of Twist 188

    5.7 Statically Indeterminate Shafts 196

    5.8 Design of Circular Shafts 202

    5.9 Stress Concentrations 206

    5.10 Inelastic Torsion of Circular Shafts 211

    5.11 Torsion of Noncircular Solid Bars 215

    5.12 Thin-Walled Hollow Members 218

    Chapter Summary 228

    References 230

    Chapter 6 SHEAR AND MOMENT IN BEAMS 231

    6.1 Introduction 232

    6.2 Classification of Beams 232

    6.3 Calculation of Beam Reactions 233

    6.4 Shear Force and Bending Moment 238

    6.5 Load, Shear, and Moment Relationships 243

    6.6 Shear and Moment Diagrams 245

    6.7 Discontinuity Functions 259

    Chapter Summary 268

    References 270

    Chapter 7 STRESSES IN BEAMS 271

    7.1 Introduction 272

    PART A Pure Bending 273

    7.2 Beam Deformation in Pure Bending 273

    7.3 Assumptions of Beam Theory 275

    7.4 Normal Strain in Beams 276

    7.5 Normal Stress in Beams 280

    7.6 Stress Concentrations in Bending 285

    PART B Shear and Bending 292

    7.7 Shear Stresses in Beams 292

    7.8 Shear Stress Distribution in Rectangular Beams 297

    7.9 Shear Stresses in Beams of Circular Cross Section 299

    7.10 Shear Stress Distribution in Flanged Beams 300

    7.11 Comparison of Shear and Bending Stresses 304

    7.12 Design of Prismatic Beams 308

    7.13 Design of Beams of Constant Strength 311

    PART C Special Topics 321

    7.14 Composite Beams 321

    7.15 Reinforced Concrete Beams 325

    7.16 Unsymmetric Bending 327

    7.17 Shear Center 332

    7.18 Inelastic Bending 334

    7.19 Curved Beams 341

    Chapter Summary 356

    References 359

    Chapter 8 TRANSFORMATION OF STRESS AND STRAIN 360

    8.1 Introduction 361

    8.2 Plane Stress 361

    8.3 Principal Stresses 367

    8.4 Maximum Shear Stress 368

    8.5 Mohr's Circle for Plane Stress 370

    8.6 Absolute Maximum Shear Stress 383

    8.7 Principal Stresses for a General State of Stress 384

    8.8 Thin-Walled Pressure Vessels 385

    8.9 Thick-Walled Pressure Vessels 393

    8.10 Plane Strain 402

    8.11 Mohr's Circle for Plane Strain 405

    8.12 Measurement of Strain;Strain Rosette 409

    8.13 Relation Involving E, n, and G 412

    Chapter Summary 416

    References 418

    Chapter 9 COMBINED LOADINGS AND FAILURE CRITERIA 419

    9.1 Introduction 420

    PART A Combined Stresses 421

    9.2 Axial and Torsional Loads 421

    9.3 Direct Shear and Torsional Loads: Helical Springs 427

    9.4 Axial, Transverse, and Torsional Loads 431

    9.5 Transverse Shear and Bending MomentLoads: Principal Stresses in Beams 437

    9.6 Eccentric Axial Loads 440

    PARTB Failure Theories inDesign 450

    9.7 Material Failure 450

    9.8 Yield Criteria for Ductile Materials 451

    9.9 Fracture Criteria for Brittle Materials 454

    9.10 Design of Transmission Shafts 460

    Chapter Summary 468

    References 470

    Chapter 10 DEFLECTIONS OF BEAMS 471

    10.1 Introduction 472

    10.2 The Elastic Curve 472

    10.3 Boundary Conditions 473

    10.4 Method of Integration 476

    10.5 Use of Discontinuity Functions 487

    10.6 Method of Superposition 493

    10.7 Statically Indeterminate Beams 496

    10.8 Statically Indeterminate Beams--Method of Integration 497

    10.9 Statically Indeterminate Beams--Method of Superposition 507

    10.10 Moment-Area Method 514

    10.11 Statically Indeterminate Beams--Moment-Area Method 525

    10.12 Continuous Beams 527

    Chapter Summary 535

    References 536

    Chapter 11 BUCKLING OF COLUMNS 537

    11.1 Introduction 538

    11.2 Stability of Structures 538

    11.3 Pin-Ended Columns 540

    11.4 Columns with Other End Conditions 542

    11.5 Critical Stress: Classification of Columns 547

    11.6 Eccentric Loaded Columns and the Secant Formula 558

    11.7 Design of Columns for Centric Loading 564

    11.8 Design of Columns for Eccentric Loading 569

    Chapter Summary 574

    References 575

    Chapter 12 ENERGY METHODS AND IMPACT 576

    12.1 Introduction 577

    12.2 Strain Energy under Axial Loading 577

    12.3 Strain Energy in Circular Shafts 580

    12.4 Strain Energy in Beams 581

    12.5 Strain Energy for a General State of Stress 584

    12.6 Conservation of Energy 589

    12.7 Displacement under a Single Load by the Work-Energy Method 590

    12.8 Displacements by Castigliano's Theorem 593

    12.9 Unit-Load Method 599

    12.10 Statically Indeterminate Structures 602

    12.11 Impact Loading 609

    12.12 Longitudinal and Bending Impact 610

    Chapter Summary 621

    References 623

    Chapter 13 FINITE ELEMENT ANALYSIS 624

    13.1 Introduction 625

    13.2 The Bar Element 626

    13.3 Two-Dimensional Bar Element 627

    13.4 Axial Force in the Bar Element 630

    13.5 Formulation of the Finite Element Method 631

    13.6 Beam Elements 644

    Chapter Summary 652

    References 653

    Appendix A PROPERTIES OF AREAS 655

    A.1 Centroid of an Area 655

    A.2 Moments of Inertia and Radius of Gyration 658

    A.3 Parallel-Axis Theorem 660

    A.4 Principal Moments of Inertia 662

    Appendix B TABLES 667

    B.1 Principal SI Units Used in Mechanics 668

    B.2 SI Prefixes 668

    B.3 Conversion Factors between U.S. Customary and SI Units 669

    B.4 Properties of Selected Engineering Materials 670

    B.5 Materials and Selected Members of Each Class 672

    B.6 Properties of Areas 674

    B.7 Properties of Selected Steel Pipe and Tubing 675

    B.8 Properties of Steel W Shapes, Wide-Flange Sections 676

    B.9 Properties of Steel S Shapes, American Standard I-Beams 678

    B.10 Properties of Steel C Shapes, American Standard Channels 680

    B.11 Properties of Steel L Shapes, Angles with Equal Legs 682

    B.12 Properties of Steel L Shapes, Angles with Unequal Legs 684

    B.13 Properties of Structural Lumber 686

    B.14 Deflections and Slopes of Beams 687

    B.15 Reactions and Deflections of Statically Indeterminate Beams 689

    Appendix C MATRIX ALGEBRA 690

    C.1 Definition of a Matrix 690

    C.2 Determinant of a Matrix 691

    C.3 Matrix Operations 693

    C.4 Simultaneous Linear Equations 695

    Appendix D FUNDAMENTALS OF ENGINEERING EXAMINATION 697

    ANSWERS TO SELECTED EVEN-NUMBERED PROBLEMS 698

    INDEX 711

     

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