## Introduction to Mechanics of Deformable Solids |

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Page 6

chapter 13 Nonlinear thick - walled

solutions 290 13 . 1 Previous Stopping Point and Restatement of Problem 290 13

. 2 Jr - type Stress - Strain Relations for oa , oc , O , , Tac 295 Nonlinear - viscous

J2 ...

chapter 13 Nonlinear thick - walled

**homogeneous**cylinder and assemblagesolutions 290 13 . 1 Previous Stopping Point and Restatement of Problem 290 13

. 2 Jr - type Stress - Strain Relations for oa , oc , O , , Tac 295 Nonlinear - viscous

J2 ...

Page 89

chapter 6 Assemblages of

/ RELATION TO THE GENERAL PROBLEM AND INTRODUCTION TO

GENERALIZED STRESS AND STRAIN The analysis of bars under axial force , of

thin ...

chapter 6 Assemblages of

**homogeneous**states of tension and compression 6 . 1/ RELATION TO THE GENERAL PROBLEM AND INTRODUCTION TO

GENERALIZED STRESS AND STRAIN The analysis of bars under axial force , of

thin ...

Page 207

An appreciable region should be under closely

The axisymmetric long thin - walled circular tube will be seen again to be a most

appropriate specimen . Axial symmetry Consider axial tension alone , R = N ( Fig

...

An appreciable region should be under closely

**homogeneous**stress and strain .The axisymmetric long thin - walled circular tube will be seen again to be a most

appropriate specimen . Axial symmetry Consider axial tension alone , R = N ( Fig

...

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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