## Introduction to Mechanics of Deformable Solids |

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Page 15

2 ) , which lies in the elastic

or offset yield strength . Linear - elastic behavior therefore is of primary

importance and so merits great attention in both design and analysis .

Deformations of ...

2 ) , which lies in the elastic

**range**of behavior appreciably below the yield point ,or offset yield strength . Linear - elastic behavior therefore is of primary

importance and so merits great attention in both design and analysis .

Deformations of ...

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 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 į to arecommon 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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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