Introduction to Mechanics of Deformable Solids |
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Page 19
... stress and without volume change . The picture is very much like that for the yielding of structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For ...
... stress and without volume change . The picture is very much like that for the yielding of structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For ...
Page 210
... yield point of the original material is to be found and if each test is continued well beyond initial yield to establish a A T D ( TY ) A ( σY ) 210 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Yield Curves and Surfaces (in Stress Space)
... yield point of the original material is to be found and if each test is continued well beyond initial yield to establish a A T D ( TY ) A ( σY ) 210 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Yield Curves and Surfaces (in Stress Space)
Page 286
... yield surface in general . It is well known , for example , that the yield stress in compression following plastic extension is appreciably lower than the yield stress established in tension ( Fig . 12.96 ) . This phenomenon , which is ...
... yield surface in general . It is well known , for example , that the yield stress in compression following plastic extension is appreciably lower than the yield stress established in tension ( Fig . 12.96 ) . This phenomenon , which is ...
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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