Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 89
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 in tension because both tubes yield simultaneously and it has been assumed that they do not work - harden . For twisting moment T alone , the plastic - limit load To is the sum of the individual limit torques ; To To1 + To2 ...
... yield in tension because both tubes yield simultaneously and it has been assumed that they do not work - harden . For twisting moment T alone , the plastic - limit load To is the sum of the individual limit torques ; To To1 + To2 ...
Other editions - View all
Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ