## Introduction to Mechanics of Deformable Solids |

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Page 60

10 ) , with o

time - dependent behavior include all those of Chap . 3 : Linear - viscous Linear -

viscoelastic Maxwell Kelvin or Voigt Four - element Nonlinear - viscous element

in ...

10 ) , with o

**replaced**by 7 , E**replaced**by y , and E**replaced**by G . Models fortime - dependent behavior include all those of Chap . 3 : Linear - viscous Linear -

viscoelastic Maxwell Kelvin or Voigt Four - element Nonlinear - viscous element

in ...

Page 129

3 : 18 ) takes over as the appropriate form , with Me

response Now let us turn our attention to an ... 3 : 19 ) so that the elastic modulus

E is repliced by the viscous coefficient C and e is

3 : 18 ) takes over as the appropriate form , with Me

**replacing**M . Linear - viscousresponse Now let us turn our attention to an ... 3 : 19 ) so that the elastic modulus

E is repliced by the viscous coefficient C and e is

**replaced**by de " / dt .Page 389

For a linear - viscous material , u ; is

G are

Energy balance ( 15 . 3 : 13 ) is

For a linear - viscous material , u ; is

**replaced**by új , and the elastic constants E ,G are

**replaced**by the viscous coefficients C , Co in Eqs . ( 15 . 3 : 12 , 13 ) .Energy balance ( 15 . 3 : 13 ) is

**replaced**by power balance . A power - balance ...### What people are saying - Write a review

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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