## Introduction to Mechanics of Deformable Solids |

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Page 3

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

and

Deformable Solids 1 1 . 2 Introduction to the Basic Problem of the Bar 4 1 . 3

Problems 6 ...

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 22

Modulus of elasticity and Poisson ' s ratio have the same value for tension and

idealizations of material behavior in

Modulus of elasticity and Poisson ' s ratio have the same value for tension and

**compression**. Quite independently of this point , Figs . 2 . 8 and 2 . 10 representidealizations of material behavior in

**compression**if o and e are interpreted as ...Page 77

4 Hydrostatic pressure can change equal biaxial tension to uniaxial

on the perpendicular plane . alone has a creep rate de / dt , it will have the same

creep rate with the addition of po = o . Addition of this hydrostatic pressure ...

4 Hydrostatic pressure can change equal biaxial tension to uniaxial

**compression**on the perpendicular plane . alone has a creep rate de / dt , it will have the same

creep rate with the addition of po = o . Addition of this hydrostatic pressure ...

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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