## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 43

Page 71

1 /

was made of the presence of atmospheric pressure in the discussions of the

deformations and strains under uniaxial stress or in simple shear . It was

unnecessary ...

1 /

**ADDITION**OF HYDROSTATIC ( ALL - AROUND ) PRESSURE No mentionwas made of the presence of atmospheric pressure in the discussions of the

deformations and strains under uniaxial stress or in simple shear . It was

unnecessary ...

Page 77

to zero ( Fig . 5 . 4 ) and results in a uniaxial compression po = 0 in the radial

direction . This uniaxial compression o is equivalent to ( produces the same

creep ...

**Addition**of this hydrostatic pressure reduces the biaxial tensile stress in the shellto zero ( Fig . 5 . 4 ) and results in a uniaxial compression po = 0 in the radial

direction . This uniaxial compression o is equivalent to ( produces the same

creep ...

Page 129

... linearity does produce great simplifications . Just as

moment causes simple

PURE BENDING / 129 Linear-viscous response Linear-viscoelastic response

149.

... linearity does produce great simplifications . Just as

**addition**or subtraction ofmoment causes simple

**addition**or subtraction of stress , strain , bar BEAMS INPURE BENDING / 129 Linear-viscous response Linear-viscoelastic response

149.

### 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

actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress 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 versus viscous yield zero