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 . σY / 2 or ба 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 ...
... Yield curves for combined tension and torsion . σY / 2 or ба 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 ...
Page 445
... Yield criterion , 215 ( See also under Mises ; Tresca yield criterion ) Yield curve , 209 , 211-216 Yield moment , MY , in bar assemblage , 115-117 , 140 , 141 in beam , 149 , 150 TY , in shaft , 166 in tube assemblage , 161 , 303 Yield ...
... Yield criterion , 215 ( See also under Mises ; Tresca yield criterion ) Yield curve , 209 , 211-216 Yield moment , MY , in bar assemblage , 115-117 , 140 , 141 in beam , 149 , 150 TY , in shaft , 166 in tube assemblage , 161 , 303 Yield ...
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ