Introduction to Mechanics of Deformable Solids |
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Page 8
... Cylinder of Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb = 0 298 Thick - walled nonlinear - viscous cylinder , Pa = p = 0 300 13.4 Elastic - Perfectly Plastic ...
... Cylinder of Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb = 0 298 Thick - walled nonlinear - viscous cylinder , Pa = p = 0 300 13.4 Elastic - Perfectly Plastic ...
Page 191
... cylinder may be assembled from thin - walled circular cylindrical tubes ( Fig . 9.10 ) . However , the complete ... cylinder . One component of displacement , u a function of r , describes the deformation of the sphere . Concentric ...
... cylinder may be assembled from thin - walled circular cylindrical tubes ( Fig . 9.10 ) . However , the complete ... cylinder . One component of displacement , u a function of r , describes the deformation of the sphere . Concentric ...
Page 308
... cylinder ( Fig . 13.2 ) 0 ) cylinder ( Fig . 13.2 ) Elastic response ( 13.4 : 2 ) and initial yield ( 13.4 : 4 ) have been determined for the cylinder subjected to R and T. The elastic - plastic response follows from the results of the ...
... cylinder ( Fig . 13.2 ) 0 ) cylinder ( Fig . 13.2 ) Elastic response ( 13.4 : 2 ) and initial yield ( 13.4 : 4 ) have been determined for the cylinder subjected to R and T. The elastic - plastic response follows from the results 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