## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 92

Page 6

3 Tension R plus Twisting Moment T - Homogeneous Assemblage or Cylinder of

Nonlinear - viscous

- viscous

3 Tension R plus Twisting Moment T - Homogeneous Assemblage or Cylinder of

Nonlinear - viscous

**Material**297 Assemblage of two tubes of the same nonlinear- viscous

**material**, Pa = p = po = 0 298 Thick - walled nonlinear - viscous ...Page 197

3 : 35 ) Linear - viscous and linear - viscoelastic

homogeneous isotropic linear - elastic thick - walled cylinder carries over directly

to our homogeneous isotropic linear - viscous idealization of

no ...

3 : 35 ) Linear - viscous and linear - viscoelastic

**materials**The solution for thehomogeneous isotropic linear - elastic thick - walled cylinder carries over directly

to our homogeneous isotropic linear - viscous idealization of

**material**. There isno ...

Page 285

In a viscous

V _ 06 dy = 0 ijti ; = O ij do in ( 12 . ... For the generalization of power - term types

of

In a viscous

**material**, it is the rate of dissipation of energy per unit volume , D D _V _ 06 dy = 0 ijti ; = O ij do in ( 12 . ... For the generalization of power - term types

of

**materials**, strain rate homogeneous in stress of degree n , D = ( n + 1 ) ẹ ( 12 ...### 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

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