Introduction to Mechanics of Deformable Solids |
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Page 35
... the Maxwell model , the strain at all times is the sum of the elastic compo- nent and the viscous component e " , € = € + ε " σ σ = 401 σ = 201 6 b Fig TIME - DEPENDENT BEHAVIOR IN TENSION AND COMPRESSION / 35 Linear-viscoelastic.
... the Maxwell model , the strain at all times is the sum of the elastic compo- nent and the viscous component e " , € = € + ε " σ σ = 401 σ = 201 6 b Fig TIME - DEPENDENT BEHAVIOR IN TENSION AND COMPRESSION / 35 Linear-viscoelastic.
Page 197
... Linear - viscous and linear - viscoelastic materials The solution for the homo- geneous isotropic linear - elastic thick - walled cylinder carries over directly to our homogeneous isotropic linear - viscous idealization of material ...
... Linear - viscous and linear - viscoelastic materials The solution for the homo- geneous isotropic linear - elastic thick - walled cylinder carries over directly to our homogeneous isotropic linear - viscous idealization of material ...
Page 433
... linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ... viscoelastic , 118-122 , 129 linear viscous , 129 nonlinear viscous , 131 plastic , 115-117 , 139 in beam , elastic ...
... linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ... viscoelastic , 118-122 , 129 linear viscous , 129 nonlinear viscous , 131 plastic , 115-117 , 139 in beam , elastic ...
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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