## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 77

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

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

the T versus « generalized - stress - generalized - strain

versus 8

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

the T versus « generalized - stress - generalized - strain

**relation**replaces the Pversus 8

**relation**. There is , however , one important difference in the physical ...Page 322

... little explanation when the material of each cross section is homogeneous . For

axial tension or compression , the generalized - stress - generalized - strain

14 .

... little explanation when the material of each cross section is homogeneous . For

axial tension or compression , the generalized - stress - generalized - strain

**relation**is the uniaxial stress - strain**relation**itself , E = 0 / E , de N Ndx da AE . (14 .

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### 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