## Introduction to Mechanics of Deformable Solids |

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Page 95

4

. However , bars 2 , 4 , and 6 now are to be considered as linear - viscoelastic of

the Kelvin or Voigt type . In each case , the elastic modulus is Ek , and the ...

4

**Suppose**, as in the preceding problems , that bars 1 , 3 , and 5 are linearelastic. However , bars 2 , 4 , and 6 now are to be considered as linear - viscoelastic of

the Kelvin or Voigt type . In each case , the elastic modulus is Ek , and the ...

Page 133

Defining your notation carefully , be explicit on how you would modify these

answers to find : 1 . Stress in each bar due to M . 2 . Immediate rotation due to the

...

**Suppose**that all the answers to parts A , B , and C of this question are known .Defining your notation carefully , be explicit on how you would modify these

answers to find : 1 . Stress in each bar due to M . 2 . Immediate rotation due to the

...

Page 367

26

the I beam is elastic - perfectly plastic . The moment I is large enough to bring all

of the flange and part of the web into the plastic range . Find an expression for the

...

26

**Suppose**, as in the right - hand sketches of Fig . 14 . 19 , that the material ofthe I beam is elastic - perfectly plastic . The moment I is large enough to bring all

of the flange and part of the web into the plastic range . Find an expression for the

...

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase 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 residual response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading versus viscous yield zero