Introduction to solid mechanics

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1. Verfasser: Shames, Irving H. 1923- (VerfasserIn)
Format: Buch
Sprache:English
Veröffentlicht: Englewood Cliffs, NJ Prentice-Hall 1989
Ausgabe:2. ed.
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Datensatz im Suchindex

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adam_text INTRODUCTION TO SOLID MECHANICS Second Edition IRVING H SHAMES Faculty Professor and Distinguished Teaching Professor Faculty of Engineering and Applied Science State University of New York at Buffalo PRENTICE HALL, Englewood Cliffs, NJ 07632 CONTENTS PREFACE xiii 1 FUNDAMENTAL NOTIONS 1 1 1 Introduction 1 1 2 Vectors and Tensors 3 1 3 Force Distributions 4 14A Note on Force and Mass 5 1 5 Closure 6 2 STRESS * 7 2 1 Introduction 7 2 2 Stress 9 2 3 Stress Notation 15 2 4 Complementary Property of Shear 17 25A Comment on the Complementary Property of Shear 21 2 6 Equations of Equilibrium in Differential Form 22 2 7 Closure 24 vii viii 3 STRAIN Introduction 35 The Displacement Field 35 Strain Components 37 Strains in Terms of the Displacement Field 48 Compatibility Considerations 54 Closure 55 Contents 4 INTRODUCTION TO MECHANICAL PROPERTIES OF SOLIDS 67 4 1 Introduction 67 4 2 The Tensile Test 68 4 3 Strain Hardening and Other Properties 74 4 4 Idealized One-Dimensional, Time-Independent, Stress-Strain Laws 76 *4 5 Time-Dependent Constitutive Relations 77 *4 6 Fatigue 82 4 7 Stress Concentration 87 *4 8 One-Dimensional Thermal Stress 88 4 9 Closure 90 5 ONE-DIMENSIONAL PROBLEMS 99 5 1 Introduction 99 5 2 Basic Considerations 99 5 3 Statically Determinate Problems 101 5 4 Statically Indeterminate Problems 106 5 5 Residual Stress Problem 109 *5 6 Problem Involving Viscoelastic Behavior 111 5 7 Design Problem 114 *5 8- Thermoelastic Problems 117 5 9 Closure 120 6 MULTIDIMENSIONAL STRESS-STRAIN RELATIONS 140 6 1 Introduction 140 6 2 Three-Dimensional Hooke s Law for Isotropic Materials 141 *6 3 Nonisotropic, Linear, Elastic Behavior: Generalized Hooke s Law 148 *6 4 Strain Energy 151 6 5 Basic Equations of Elasticity 157 6 6 Closure 159 Contents ix 7 PLANE STRESS 168 7 1 Introduction 168 7 2 Stress Variations at a Point for Plane Stress 169 73A Pause and a Comment 173 7 4 Principal Stresses and Principal Axes 175 7 5 Mohr s Circle 179 7 6 Introduction to Photoelasticity 186 7 7 Closure 191 8 PLANE STRAIN 200 8 1 Introduction 200 8 2 Transformation Equations for Plane Strain 201 8 3 Properties of Plain Strain 206 84A Pertinent Comment 210 8 5 Further Discussion of Experimental Stress Analysis: Strain Gauges 211 8 6 Brittle Lacquer Coatings and Moire Fringes 214 8 7 Closure 216 9 FAILURE CRITERIA 223 9 1 Introduction 223 9 2 Yield Criteria for Isotropic Ductile Materials 225 *9 3 Yield Surfaces 233 9 4 Maximum Normal Stress Theory for Brittle Fracture 238 9 5 Comparison of the Theories 239 9 6 Closure 240 10 SECTION FORCES IN BEAMS 243 10 1 Introduction 243 10 2 Shear Force, Axial Force, and Bending Moment 243 10 3 Direct Formulations of Shear and Bending-Moment Equations 252 10 4 Differential Relations for Equilibrium and Their Uses 257 *10 5 Sketching Diagrams Using Other Coordinates 271 10 6 Closure 273 11 STRESSES IN BEAMS 287 11 1 Introduction 287 x Contents 11 2 Pure Bending of Symmetric Beams 288 11 3 Bending of Symmetric Beams with Shear: Normal Stress 295 11 4 Shear Stress in Transversly Loaded Beams 299 11 5 Consideration of General Cuts 307 *11 6 Composite Beams 314 *11 7 Case of Unsymmetric Beams 321 *11 8 Shear Stress in Beams of Narrow Cross Section 329 *11 9 A Note on the Shear Center for Thin-Walled Members 335 *11 10 Inelastic Behavior of Beams: The Elastic, Perfectly Plastic Case 338 * 11 11 A Note on the Failure of a Structure: Limit Design 341 * 11 12 Inelastic Behavior of Beams: Generalized Stress-Strain Relation 343 11 13 Stress Concentrations for Bending 346 11 14 Closure 347 12 DEFLECTION OF BEAMS 369 12 1 Introduction 369 12 2 Differential Equations for Deflection of Symmetric Beams 369 12 3 Additional Problems 377 12 4 Statically Indeterminate Beams 382 12 5 Superposition Methods 387 *12 6 Shear Deflection of Beams 392 12 7 Closure 395 *13 SINGULARITY FUNCTIONS 406 13 1 Introduction 406 13 2 Delta Functions and Step Functions 406 13 3 Deflection Computations Using Singularity Functions 410 13 4 The Doublet Function 417 13 5 Closure 422 14 TORSION 426 14 1 Introduction 426 14 2 Circular Shafts 427 14 3 Torsion Problems Involving Circular Shafts 432 14 4 Stress Concentrations 440 •14 5 Torsion of Thin-Walled Noncircular Shafts 441 Contents xi *14 6 Elastic, Perfectly Plastic Torsion 446 *14 7 Noncircular Cross Sections 451 14 8 Closure 453 15 THREE-DIMENSIONAL STRESS PROPERTIES AT A POINT 467 15 1 Introduction 467 15 2 Three-Dimensional Transformation Formulations for Stress 468 *15 3 Principal Stresses for a General State of Stress 481 15 4 Tensor Invariants 487 15 5 Introduction to Tensor Notation 488 15 6 Closure 490 16 THREE-DIMENSIONAL STRAIN RELATIONS ATA POINT 499 16 1 Introduction 499 16 2 Transformation Equations for Strain 500 16 3 Properties of Strain 506 16 4 Closure 508 17 INTRODUCTION TO ELASTIC STABILITY 514 17 1 Introduction 514 17 2 Definition of Critical Load 514 17 3 A Note on Types of Elastic Instabilities 517 17 4 Beam-Column Equations 518 17 5 The Column: Buckling Loads 520 *17 6 A Mathematical Note 526 17 7 Solution of Beam-Column Problems 527 17 8 Initially Bent Member 529 *17 9 Eccentrically Loaded Columns 532 17 10 General Considerations 535 *17 11 Inelastic Column Theory 536 * 17 12 A Note on Column Formulas 539 17 13 Closure 540 *18 ENERGY METHODS I: DISPLACEMENT METHODS 550 18 1 Introduction 550 18 2 Principle of Virtual Work 551 18 3 A Comment 565 18 4 Strain Energy Computations 566 18 5 Method of Total Potential Energy 570 18 6 A Comment on the Total Potential Energy Method 574 xii Contents 18 7 The First Castigliano Theorem 574 18 8 Closure 578 * 19 ENERGY METHODS II: FORCE METHODS 584 19 1 Introduction 584 19 2 Complementary Virtual Work Principle 584 19 3 Complementary Strain Energy 588 19 4 Complementary Potential Energy Principle 589 19 5 Use of the Total Complementary Energy Principle 591 19 6 The Second Castigliano Theorem 594 19 7 The Second Castigliano Theorem: Statically Indeterminate Beam Problems 598 19 8 The Second Castigliano Theorem: Statically Indeterminate Truss Problems 602 19 9 Closure 606 *20 INTRODUCTION TO FINITE ELEMENTS 612 20 1 A Comment 612 Part A: Finite Elements for Trusses 613 20 2 Introduction 613 20 3 The Stiffness Matrix for an Element: Definition 614 20 4 Finite Elements and Trusses 615 20 5 Stiffness Matrix for an Element 619 20 6 The Global Stiffness Matrix 622 20 7 Solution of a Truss Problem 626 Part B: Some Preliminary General Considerations 631 20 8 Basic Considerations for Finite Elements 631 20 9 General Theory for the Displacement Method 635 20 10 Closure 638 APPENDICES 640 I Computer Projects 640 II Deformation of Isotropic Materials 681 III Proof Using Tensor Notation That Strain Is a Second-Order Tensor 684 IV Tables 686 V Answers to Even-Numbered Problems 695 INDEX 1-1
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spellingShingle Shames, Irving H. 1923-
Introduction to solid mechanics
Solids
Strength of materials
Festigkeitslehre (DE-588)4016917-0 gnd
Festkörpermechanik (DE-588)4129367-8 gnd
Mechanik (DE-588)4038168-7 gnd
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title Introduction to solid mechanics
title_auth Introduction to solid mechanics
title_exact_search Introduction to solid mechanics
title_full Introduction to solid mechanics
title_fullStr Introduction to solid mechanics
title_full_unstemmed Introduction to solid mechanics
title_short Introduction to solid mechanics
title_sort introduction to solid mechanics
topic Solids
Strength of materials
Festigkeitslehre (DE-588)4016917-0 gnd
Festkörpermechanik (DE-588)4129367-8 gnd
Mechanik (DE-588)4038168-7 gnd
topic_facet Solids
Strength of materials
Festigkeitslehre
Festkörpermechanik
Mechanik
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