## Introduction to Mechanics of Deformable Solids |

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Page 5

4 Problems 197 chapter 10 Combined loading , superposition 199 chapter 11

Principal stresses and principal strains . ... 3 The Thin - walled Circular Tube as a

Test Specimen for

4 Problems 197 chapter 10 Combined loading , superposition 199 chapter 11

Principal stresses and principal strains . ... 3 The Thin - walled Circular Tube as a

Test Specimen for

**Stress**-**Strain Relations**206 Arial symmetry 207 Radial or ...Page 89

1 / RELATION TO THE GENERAL PROBLEM AND INTRODUCTION TO

GENERALIZED STRESS AND STRAIN The ... Considerations of equilibrium , of

strains and the deformations they are compatible with , and of

1 / RELATION TO THE GENERAL PROBLEM AND INTRODUCTION TO

GENERALIZED STRESS AND STRAIN The ... Considerations of equilibrium , of

strains and the deformations they are compatible with , and of

**stress**-**strain****relations**all ...Page 206

If the

nonlinearelastic form showing little or no increase in actual stress with increase

in strain , the balloon would not be stable at a constant pressure . Balloons do

maintain shape ...

If the

**stress**-**strain relation**were of the perfectly plastic type or of anonlinearelastic form showing little or no increase in actual stress with increase

in strain , the balloon would not be stable at a constant pressure . Balloons do

maintain shape ...

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### 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