Introduction to Mechanics of Deformable Solids |
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Page 19
... yield point is ignored and the work - hardening region after initial yield is flattened out . For this reason , when the perfectly plastic idealization is applied to structural steel , it is customary to take the yield stress σo for the ...
... yield point is ignored and the work - hardening region after initial yield is flattened out . For this reason , when the perfectly plastic idealization is applied to structural steel , it is customary to take the yield stress σo for the ...
Page 211
... Yield curves for combined tension and torsion . moderate to large offset definition of yield . The curve which joins the initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which ...
... Yield curves for combined tension and torsion . moderate to large offset definition of yield . The curve which joins the initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which ...
Page 303
... yield curve Limit curve T * / b versus R * Fig . 13.4 Assemblage of two tubes of elastic - perfectly plastic material sub- jected to axial force R and twisting moment T. t1 = 2t2 b = 2a A1 = A2 tension can be carried beyond first yield ...
... yield curve Limit curve T * / b versus R * Fig . 13.4 Assemblage of two tubes of elastic - perfectly plastic material sub- jected to axial force R and twisting moment T. t1 = 2t2 b = 2a A1 = A2 tension can be carried beyond first yield ...
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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