Introduction to Mechanics of Deformable Solids |
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Page 6
... response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) 157 Nonlinear ...
... response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) 157 Nonlinear ...
Page 129
... response . If E varies from bar to bar , the variation must be considered and ( 7.3 : 18 ) takes over as the appropriate form , with M. replacing M. Linear - viscous response Now let us turn our ... response Linear-viscoelastic response 149.
... response . If E varies from bar to bar , the variation must be considered and ( 7.3 : 18 ) takes over as the appropriate form , with M. replacing M. Linear - viscous response Now let us turn our ... response Linear-viscoelastic response 149.
Page 130
... response of the system to it alone . If the two loadings are applied simultaneously or with any time lag between them , the response of the system is simply the sum of the two responses calculated or observed separately . The addition ...
... response of the system to it alone . If the two loadings are applied simultaneously or with any time lag between them , the response of the system is simply the sum of the two responses calculated or observed separately . The addition ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column 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 replaced requires 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 viscous yield zero