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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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