Introduction to Mechanics of Deformable Solids |
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Page 60
10 ) , with o replaced by T , € replaced by y , and E replaced by G . Models for
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 T , € replaced by y , and E replaced by G . Models for
time - 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 replacing M . Linear - viscous
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 replaced by de " / dt .
3 : 18 ) takes over as the appropriate form , with Me replacing M . Linear - viscous
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 replaced by de " / dt .
Page 389
For a linear - viscous material , u ; is replaced by új , and the elastic constants E ,
G are replaced by the viscous coefficients C , C , in Eqs . ( 15 . 3 : 12 , 13 ) .
Energy balance ( 15 . 3 : 13 ) is replaced by power balance . A power - balance ...
For a linear - viscous material , u ; is replaced by új , and the elastic constants E ,
G are replaced by the viscous coefficients C , C , in Eqs . ( 15 . 3 : 12 , 13 ) .
Energy balance ( 15 . 3 : 13 ) is replaced by power balance . A power - balance ...
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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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |