Introduction to Mechanics of Deformable Solids |
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Page 6
... Linear - elastic behavior Linear - work - hardening idealization 117 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Linear Maxwell idealization 118 Four - element model and mixed models 122 7.2 Symmetric Plane ...
... Linear - elastic behavior Linear - work - hardening idealization 117 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Linear Maxwell idealization 118 Four - element model and mixed models 122 7.2 Symmetric Plane ...
Page 105
... linear - elastic , with modu- lus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response of tube 2 has no time to develop , so that ...
... linear - elastic , with modu- lus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response of tube 2 has no time to develop , so that ...
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 ...
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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