## Introduction to Mechanics of Deformable Solids |

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Page 30

1 /

approximation to the behavior of structural materials in the majority of

engineering applications , there are an appreciable number of very important

exceptions .

1 /

**CREEP**AND RELAXATION Although time independence is a satisfactoryapproximation to the behavior of structural materials in the majority of

engineering applications , there are an appreciable number of very important

exceptions .

Page 43

The strain rate of metals in steady - state

increase with stress ( Fig . 3 . 3 ) . This cannot be duplicated by the most

complicated linear - viscoelastic model . If the range of stress entering the

problem is ...

The strain rate of metals in steady - state

**creep**shows a strongly nonlinearincrease with stress ( Fig . 3 . 3 ) . This cannot be duplicated by the most

complicated linear - viscoelastic model . If the range of stress entering the

problem is ...

Page 77

4 Hydrostatic pressure can change equal biaxial tension to uniaxial compression

on the perpendicular plane . alone has a

4 Hydrostatic pressure can change equal biaxial tension to uniaxial compression

on the perpendicular plane . alone has a

**creep**rate de / dt , it will have the same**creep**rate with the addition of po = o . Addition of this hydrostatic pressure ...### What people are saying - Write a review

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acts actual addition angle answer applied assemblage axes 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 equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell MICHIGAN modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced radius range ratio 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 viscous yield zero