## Introduction to Mechanics of Deformable Solids |

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Page 123

What are the ...

...

**Find**the residual rotation after the cycle of loading , creep , and recovery . 3 .What are the ...

**Find**the initial values of MI , and M , following abrupt loading . 2 .**Find**the values of M , and M2 after a long time at M , = M if n is large . What is the...

Page 154

A . When the extreme fiber stress ( the maximum stress ) just reaches o ,

moments 1 . M , Y 2 . M , ' about the coordinate axes . B . When the beam is

essentially fully plastic ( oo everywhere except the immediate vicinity of the

neutral ...

A . When the extreme fiber stress ( the maximum stress ) just reaches o ,

**find**themoments 1 . M , Y 2 . M , ' about the coordinate axes . B . When the beam is

essentially fully plastic ( oo everywhere except the immediate vicinity of the

neutral ...

Page 357

13 A .

lb . Fig . P14 . 13 B . Repeat for a linear - viscoelastic Maxwell - type beam for a

time t = 40 hr after the load P is applied . Take full advantage of previous ...

13 A .

**Find**the deflection and the slope at A and C for an elastic beam , P = 600lb . Fig . P14 . 13 B . Repeat for a linear - viscoelastic Maxwell - type beam for a

time t = 40 hr after the load P is applied . Take full advantage of previous ...

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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