## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 87

Page 3

contents chapter 1 Introduction chapter 2 Time - independent behavior in tension

and compression Preface vii 1 . 1 The General

Deformable Solids 1 1 . 2 Introduction to the Basic

contents chapter 1 Introduction chapter 2 Time - independent behavior in tension

and compression Preface vii 1 . 1 The General

**Problem**of Mechanics ofDeformable Solids 1 1 . 2 Introduction to the Basic

**Problem**of the Bar 4 1 . 3**Problems**6 ...Page 11

chapter 1 Introduction 1 . 1 / THE GENERAL

DEFORMABLE SOLIDS In elementary mechanics , bodies are idealized as rigid

and systems thought of as connected assemblages of rigid bodies and mass

points .

chapter 1 Introduction 1 . 1 / THE GENERAL

**PROBLEM**OF MECHANICS OFDEFORMABLE SOLIDS In elementary mechanics , bodies are idealized as rigid

and systems thought of as connected assemblages of rigid bodies and mass

points .

Page 11

The bar can be and will be treated as a simplified general

be sought to the stresses , strains , and displacements , or deflections , produced

by axial force , twisting moment , bending moment , and shearing force .

The bar can be and will be treated as a simplified general

**problem**. Solutions willbe sought to the stresses , strains , and displacements , or deflections , produced

by axial force , twisting moment , bending moment , and shearing force .

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero