## Introduction to Mechanics of Deformable Solids |

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Page 123

What are the residual stresses ? D . For a ...

long time at M , = M if n is large . What is the answer for n = 1 ? E . For a linear

Kelvin ...

**Find**the residual rotation after the cycle of loading , creep , and recovery . 3 .What are the residual stresses ? D . For a ...

**Find**the values of M , and M , after along time at M , = M if n is large . What is the answer for n = 1 ? E . For a linear

Kelvin ...

Page 154

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

moments 1 . MY 2 . M , Y 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 oo ,

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

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

neutral ...

Page 358

15 A .

, P = 1000 lb . Fig . P14 . 15 B . Give the answers for a linear - viscoelastic

Maxwell beam for t = 80 hr . C .

plastic ...

15 A .

**Find**the deflection at midspan C and the slope at end A for an elastic be m, P = 1000 lb . Fig . P14 . 15 B . Give the answers for a linear - viscoelastic

Maxwell beam for t = 80 hr . C .

**Find**the limit load Po for an elastic - perfectlyplastic ...

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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero