## Introduction to Mechanics of Deformable Solids |

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Page 5

1 The General

the Basic

behavior in tension and compression 2 . 1 Bars Tested in Tension 9 2 .

1 The General

**Problem**of Mechanics of Deformable Solids 1 1 . 2 Introduction tothe Basic

**Problem**of the Bar 4 1 . 3**Problems**6 chapter 2 Time - independentbehavior in tension and compression 2 . 1 Bars Tested in Tension 9 2 .

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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 .

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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 .

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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero