## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 71

Page 19

If an estimate is available on the strain

to lie somewhere in the middle of the corresponding

problems can be solved with an unspecified value of oo and the appropriate

value ...

If an estimate is available on the strain

**range**of interest , it is better to choose ooto lie somewhere in the middle of the corresponding

**range**of stress . Oftenproblems can be solved with an unspecified value of oo and the appropriate

value ...

Page 57

Experimental results can be obtained for the small - strain

much trouble from buckling . The behavior for large strains can be found with

sufficient accuracy by an extrapolation of a series of tests on tubes of different

thickness .

Experimental results can be obtained for the small - strain

**range**without toomuch trouble from buckling . The behavior for large strains can be found with

sufficient accuracy by an extrapolation of a series of tests on tubes of different

thickness .

Page 200

Poisson ' s ratio v depends upon the material and the

is operating . A value close to į is found in the inelastic

common in the elastic

Poisson ' s ratio v depends upon the material and the

**range**in which the materialis operating . A value close to į is found in the inelastic

**range**; values of 1 to farecommon in the elastic

**range**( Fig . 2 . 3 and table in Appendix ) . Away from end ...### What people are saying - Write a review

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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