Introduction to Mechanics of Deformable Solids |
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Page 55
... rotation . It requires only that the outer circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a ...
... rotation . It requires only that the outer circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a ...
Page 116
... rotation , 200L / Eh , they do . As the rotation for both OY sets of bars must be the same , there is a unique value of rotation intermediate between 0 and 20 , 0 , 0 , = 2.40 L Eh = which permits satisfaction of the equation of ...
... rotation , 200L / Eh , they do . As the rotation for both OY sets of bars must be the same , there is a unique value of rotation intermediate between 0 and 20 , 0 , 0 , = 2.40 L Eh = which permits satisfaction of the equation of ...
Page 142
... Rotation in time t , due to M , applied as a quadratic in time , M = Mc ( t / t1 ) 2 4. Residual stress in each bar ... rotation due to the abrupt application of M. 3. Rotation after a very long time t2 following the slow increase of M ...
... Rotation in time t , due to M , applied as a quadratic in time , M = Mc ( t / t1 ) 2 4. Residual stress in each bar ... rotation due to the abrupt application of M. 3. Rotation after a very long time t2 following the slow increase of M ...
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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