Introduction to Mechanics of Deformable Solids |
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Page 25
... plastic deformation is unpleasant but generally not catastrophic , although the structure may no longer be usable . A ratio of failure , or plastic collapse load , to working load in the neighborhood of 2 is not unreasonable for quasi ...
... plastic deformation is unpleasant but generally not catastrophic , although the structure may no longer be usable . A ratio of failure , or plastic collapse load , to working load in the neighborhood of 2 is not unreasonable for quasi ...
Page 296
... plastic deformation takes place , J2 J2 = J2Y 2 - dJ2 = 0 = { [ ( σa − σr ) + ( σa − σc ) ] doa + [ ( σc — o1 ) + ( σc — σa ) ] doc + 2Tae drac - - - ( 13.2 : 6 ) - + [ ( σ , − oc ) + ( σ , — σa ) ] do , } yield , J2 If or A is zero ...
... plastic deformation takes place , J2 J2 = J2Y 2 - dJ2 = 0 = { [ ( σa − σr ) + ( σa − σc ) ] doa + [ ( σc — o1 ) + ( σc — σa ) ] doc + 2Tae drac - - - ( 13.2 : 6 ) - + [ ( σ , − oc ) + ( σ , — σa ) ] do , } yield , J2 If or A is zero ...
Page 308
... plastic response follows from the results of the tube assemblage , just as for nonlinear - viscous material ( Sec . 13.3 ) . We shall skip all the important but messy path - dependent details of contained plastic deformation between ...
... plastic response follows from the results of the tube assemblage , just as for nonlinear - viscous material ( Sec . 13.3 ) . We shall skip all the important but messy path - dependent details of contained plastic deformation between ...
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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