LSC CPS2 (MIT) AN INTRODUCTION TO THE MECHANICS OF SOLIDS - Brossura

Crandall, Stephen H.; Lardner, Thomas

Brossura

ISBN 10: 0072380411 ISBN 13: 9780072380415

Casa editrice: McGraw-Hill Higher Education, 1999

Riassunto

This text is concerned with the mechanics of rigid and deformable solids in equilibrium. It has been prepared by members of the Mechanical Engineering Department at the Massachusetts Institute of Technology for use as a text in the first course in applied mechanics.The central aim has been to treat this subject as an engineering science. To this end the authors have clearly identified three fundamental physical considerations which govern the mechanics of solids in equilibrium, and all discussion and theoretical development has been related to these basic considerations.

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Contenuti

Preface to the second edition

Preface to the second edition with SI units

Preface to the first edition

Chapter One Fundamental Principles of Mechanics

1.1 Introduction

1.2 Generalized procedure

1.3 The fundamental principles of mechanics

1.4 The concept of force

1.5 The moment of a force

1.6 Conditions for equilibrium

1.7 Engineering applications

1.8 Friction

1.9 Examples

1.10 Hooke's joint

1.11 Final remarks

Problems

Chapter Two Introduction to Mechanics of Deformable Bodies

2.1 Analysis of deformable bodies

2.2 Uniaxial loading and deformation

2.3 Statically determinate situations

2.4 Statically indeterminate situations

2.5 Computer analysis of trusses

2.6 Elastic energy;Castigliano's theorem

2.7 Summary

Problems

Chapter Three Forces and Moments Transmitted by Slender Members

3.1 Introduction

3.2 General method

3.3 Distributed loads

3.4 Resultants of distributed loads

3.5 Differential equilibrium relationships

3.6 Singularity functions

3.7 Fluid forces

3.8 Three-dimensional problems

Problems

Chapter Four Stress and Strain

4.1 Introduction

4.2 Stress

4.3 Plane stress

4.4 Equilibrium of a differential element in plane stress

4.5 Stress components associated with arbitrarily oriented faces in plane stress

4.6 Mohr's circle representation of plane stress

4.7 Mohr's circle representation of a general state of stress

4.8 Analysis of deformation

4.9 Definition of strain components

4.10 Relation between strain and displacement in plane strain

4.11 Strain components associated with arbitrary sets of axes

4.12 Mohr's circle representation of plane strain

4.13 Mohr's circle representation of a general state of stress

4.14 Measurement of strains

4.15 Indicial notation

Problems

Chapter Five Stress-strain-temperature Relations

5.1 Introduction

5.2 The tensile test

5.3 Idealizations of stress-strain curves

5.4 Elastic stress-strain relations

5.5 Thermal strain

5.6 Complete equations of elasticity

5.7 Complete elastic solution for a thick-walled cylinder

5.8 Strain energy in an elastic body

5.9 Stress concentration

5.10 Composite materials and anisotropic elasticity

5.11 Criteria for initial yielding

5.12 Behavior beyond initial yielding in the tensile test

5.13 Fracture of ductile specimens and structures

5.14 Fracture of brittle specimens and structures

5.15 Fatigue

5.16 Criteria for continued yielding

5.17 Plastic stress-strain relations

5.18 Viscoelasticity

Problems

Chapter Six Torsion

6.1 Introduction

6.2 Geometry of deformation of a twisted circular shaft

6.3 Stresses obtained from stress-strain relations

6.4 Equilibrium requirements

6.5 Stress and deformation in a twisted elastic circular shaft

6.6 Torsion of elastic hollow circular shafts

6.7 Stress analysis in torsion; combined stresses

6.8 Strain energy due to torsion

6.9 The onset of yielding in torsion

6.10 Plastic deformations

6.11 Residual stresses

6.12 Limit analysis

6.13 Torsion of rectangular shafts

6.14 Torsion of hollow, thin-walled shafts

Problems

Chapter Seven Stresses Due to Bending

7.1 Introcustion

7.2 Geometry of deformation of a symmetrical beam subjected to pure bending

7.3 Stresses obtained from stress-strain relations

7.4 Equilibrium requirements

7.5 Stress and deformation in symmetrical elastic beams subjected to pure bending

7.6 Stresses in symmetrical elastic beams transmitting both shear force and bending moment

7.7 Stress analysis in bending; combined stresses

7.8 Strain energy due to bending

7.9 The onset of yielding in bending

7.10 Plastic deformations

7.11 Bending of unsymmetrical beams

7.12 Shear flow in thin-walled open sections; shear center

Problems

Chapter Eight Deflections Due to Bending

8.1 Introduction

8.2 The moment-curvature relation

8.3 Integration of the moment-curvature relation

8.4 Superposition

8.5 The load-deflection differential equation

8.6 Energy methods

8.7 Limit analysis

Problems

Chapter Nine Stability of Equilibrium: Buckling

9.1 Introduction

9.2 Elastic stability

9.3 Examples of instability

9.4 Elastic stability of flexible columns

9.5 Elastic postbuckling behavior

9.6 Instability as a mode of failure

9.7 Necking of tension members

9.8 Plastic buckling

Problems

Answers to Selected Problems

Index s

Product Description

Book by Crandall Stephen Lardner Thomas

Dettagli dell?edizione

• Editore: McGraw-Hill Higher Education
• Data di pubblicazione: 1999
• ISBN 10: 0072380411
• ISBN 13: 9780072380415
• Rilegatura: Copertina flessibile
• Lingua: Inglese
• Numero edizione: 2
• Numero di pagine: 604
• Contatto del produttore: non disponibile