Introduction to Mechanics of Deformable Solids |
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Page 6
... Linear - elastic response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) ...
... Linear - elastic response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) ...
Page 127
... Linear - elastic response The application of M , M to an assemblage of linear - elastic bars produces a response proportional to M. A similar elastic response is obtained by the abrupt application of M to an assemblage of Maxwell bars ...
... Linear - elastic response The application of M , M to an assemblage of linear - elastic bars produces a response proportional to M. A similar elastic response is obtained by the abrupt application of M to an assemblage of Maxwell bars ...
Page 184
... linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if the viscous coefficient CM likewise is the same ...
... linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if the viscous coefficient CM likewise is the same ...
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Common terms and phrases
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