Introduction to Mechanics of Deformable Solids |
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Page 103
... stress first at a value of R = RY . Figure 6.5 shows tube 2 reaching yield first ( point Y ) . Many design ... residual stress , P1 = −P2 0 , some- where along the line of residual states of Fig . 6.5 , as indicated by the open circle ...
... stress first at a value of R = RY . Figure 6.5 shows tube 2 reaching yield first ( point Y ) . Many design ... residual stress , P1 = −P2 0 , some- where along the line of residual states of Fig . 6.5 , as indicated by the open circle ...
Page 133
... Stress in each bar due to Mc 2. Immediate rotation due to the abrupt application of M. с 3. Rotation after a very long time t2 following the slow increase of M to M. in time t1 4. Residual stress in each bar , 1 sec after the abrupt ...
... Stress in each bar due to Mc 2. Immediate rotation due to the abrupt application of M. с 3. Rotation after a very long time t2 following the slow increase of M to M. in time t1 4. Residual stress in each bar , 1 sec after the abrupt ...
Page 150
... Residual stress on unloading from M > MY in a doubly sym- metric beam . ( a ) Perfectly plastic ; ( b ) work - hardening . σο NA for unloading from fully plastic state NA for original elastic loading X L X K ( a ) ( b ) + ( c ) ( d ) ...
... Residual stress on unloading from M > MY in a doubly sym- metric beam . ( a ) Perfectly plastic ; ( b ) work - hardening . σο NA for unloading from fully plastic state NA for original elastic loading X L X K ( a ) ( b ) + ( c ) ( d ) ...
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angle applied assemblage axes axial force beam behavior buckling cantilever centroid circular circumferential column compatibility components of stress compression constant creep cross section cylinder deflection diameter direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ material maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem radial radius ratio rotation shaft shear center 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 temperature tensile stress thick-walled time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ