Introduction to Mechanics of Deformable Solids |
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Page 46
... material of the wire in turn to be : A. Linear Maxwell B. Linear Kelvin C. Four - element linear 1. Describe in qualitative terms how each system behaves with time . 2. Discuss , for ( A ) and for ( B ) , the time needed to stretch the ...
... material of the wire in turn to be : A. Linear Maxwell B. Linear Kelvin C. Four - element linear 1. Describe in qualitative terms how each system behaves with time . 2. Discuss , for ( A ) and for ( B ) , the time needed to stretch the ...
Page 118
... Maxwell idealization ( Fig . 3.9 ) to the abrupt imposition of load is linear - elastic because the dashpot or viscous ele- ment has no time to move . If , as in the previous inelastic idealizations , all bars have the same material ...
... Maxwell idealization ( Fig . 3.9 ) to the abrupt imposition of load is linear - elastic because the dashpot or viscous ele- ment has no time to move . If , as in the previous inelastic idealizations , all bars have the same material ...
Page 184
... Maxwell material responds to abrupt loading in a 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 ...
... Maxwell material responds to abrupt loading in a 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 ...
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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