Introduction to Mechanics of Deformable Solids |
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Page 8
... Homogeneous As- semblage or 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 ...
... Homogeneous As- semblage or 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 ...
Page 89
... homogeneous states . However , the stress - strain relations for the material appeared as a consequence of the analysis coupled with experiment , not as one of the essential given properties leading to a solution for the interior ...
... homogeneous states . However , the stress - strain relations for the material appeared as a consequence of the analysis coupled with experiment , not as one of the essential given properties leading to a solution for the interior ...
Page 207
... homogeneous strain ex , y , z , If the material possesses axial symmetry instead , homogeneity still means equality or uniformity at all points , but now with reference to the axial , radial , and circumferential directions instead of x ...
... homogeneous strain ex , y , z , If the material possesses axial symmetry instead , homogeneity still means equality or uniformity at all points , but now with reference to the axial , radial , and circumferential directions instead of x ...
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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