Introduction to Mechanics of Deformable Solids |
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Page 34
... time - dependent behavior under arbitrary general stress or strain history and any combination of the two is beyond our present understanding . Physical insight can be gained , however ... Time-dependent Material Behavior Linear-viscous.
... time - dependent behavior under arbitrary general stress or strain history and any combination of the two is beyond our present understanding . Physical insight can be gained , however ... Time-dependent Material Behavior Linear-viscous.
Page 44
... time - dependent axial extension or contraction . A good approximation , sketched previously in Fig . 2.3 for time - independent material , is to take Poisson's ratio for all lateral directions as 0.5 ( assumption of incompressibility ...
... time - dependent axial extension or contraction . A good approximation , sketched previously in Fig . 2.3 for time - independent material , is to take Poisson's ratio for all lateral directions as 0.5 ( assumption of incompressibility ...
Page 184
Daniel Charles Drucker. Time - dependent materials Time dependence does not increase the conceptual difficulty if the materials are linear . Linearity permits superposition of solu- tions with appropriate adjustment of the origin of the ...
Daniel Charles Drucker. Time - dependent materials Time dependence does not increase the conceptual difficulty if the materials are linear . Linearity permits superposition of solu- tions with appropriate adjustment of the origin of the ...
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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