## Introduction to Mechanics of Deformable Solids |

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Page 89

1 /

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

strains and the deformations they are compatible with , and of stress - strain

1 /

**RELATION**TO THE GENERAL PROBLEM AND INTRODUCTION TOGENERALIZED STRESS AND STRAIN The ... Considerations of equilibrium , of

strains and the deformations they are compatible with , and of stress - strain

**relations**all ...Page 159

Tį and T , replace P , and P2 , T replaces R , T P , 41 and 42 replace 81 and 82 ,

and the T versus y generalized - stress - generalized - strain

P versus 8

...

Tį and T , replace P , and P2 , T replaces R , T P , 41 and 42 replace 81 and 82 ,

and the T versus y generalized - stress - generalized - strain

**relation**replaces theP versus 8

**relation**. There is , however , one important difference in the physical...

Page 180

00 V € е or V E 00 Er V Linear - elastic stress - strain

between stress and strain at any r depends upon the material of the sphere . For

linear - elastic response of an isotropic material , the individual effect of each of

the ...

00 V € е or V E 00 Er V Linear - elastic stress - strain

**relation**The**relation**between stress and strain at any r depends upon the material of the sphere . For

linear - elastic response of an isotropic material , the individual effect of each of

the ...

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actual addition angle answer applied assemblage axial axis beam behavior bending circle circular column combined components compression compressive stress computed Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase 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 residual response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero