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 M. 2. Immediate rotation due to the abrupt application of M. 3. Rotation after a very long time t2 following the slow increase of M to M , in time ti 4. Residual stress in each bar , 1 sec after the abrupt ...
... Stress in each bar due to M. 2. Immediate rotation due to the abrupt application of M. 3. Rotation after a very long time t2 following the slow increase of M to M , in time ti 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 . NA for unloading from fully plastic state NA for original elastic loading I LIKE ( a ) ( b ) + σο 0 ( c ) ( d ) ...
... Residual stress on unloading from M > MY in a doubly sym- metric beam . ( a ) Perfectly plastic ; ( b ) work - hardening . NA for unloading from fully plastic state NA for original elastic loading I LIKE ( a ) ( b ) + σο 0 ( c ) ( d ) ...
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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