Introduction to Mechanics of Deformable Solids |
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Page 104
... unloading , however , the elastic modulus E again controls . A temperature change at any stage in the unloading will alter the state of stress ( the forces P1 and P2 ) , and care must be taken to use the appropriate modulus for each ...
... unloading , however , the elastic modulus E again controls . A temperature change at any stage in the unloading will alter the state of stress ( the forces P1 and P2 ) , and care must be taken to use the appropriate modulus for each ...
Page 123
... unloaded abruptly to M = 0 and kept at zero for all subsequent time : 1. What is the initial angular rotation ? 2. Find the value of 0 after the long time tk at M. 3. What is the value of @ immediately upon unloading ? 4. What is the ...
... unloaded abruptly to M = 0 and kept at zero for all subsequent time : 1. What is the initial angular rotation ? 2. Find the value of 0 after the long time tk at M. 3. What is the value of @ immediately upon unloading ? 4. What is the ...
Page 150
... unloading from a value of M close to M。 in a perfectly plastic doubly symmetric beam . Superposition of the elastic unloading stress distribution on the plastic dis- tribution provides a direct method of obtaining the residual stress ...
... unloading from a value of M close to M。 in a perfectly plastic doubly symmetric beam . Superposition of the elastic unloading stress distribution on the plastic dis- tribution provides a direct method of obtaining the residual stress ...
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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