## Introduction to Mechanics of Deformable Solids |

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Page 104

Elastic -

E , and

start . Let R be applied abruptly . Viscous

...

Elastic -

**tube**- viscous -**tube**Suppose that**tube**1 is linear - elastic , with modulusE , and

**tube**2 is linear - viscous , with coefficient C , and both are unstressed tostart . Let R be applied abruptly . Viscous

**tube**2 has no time to stretch , and**tube**...

Page 105

Elastic -

modulus Eį , and

E , and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of

Elastic -

**tube**- Maxwell -**tube**Suppose that**tube**1 is linear - elastic , withmodulus Eį , and

**tube**2 is linear - viscoelastic of the Maxwell type , with modulusE , and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of

**tube**...Page 159

Correspondingly , it is no longer necessary to worry about the axial forces in each

between the two

.

Correspondingly , it is no longer necessary to worry about the axial forces in each

**tube**, as they , too , will be zero for zero applied axial force . The analogybetween the two

**tubes**in torsion and the two**tubes**in tension clearly is very close.

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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