Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 38
Page 133
... Residual stress in each bar , 1 sec after the abrupt removal of M. 5. Residual strain in each bar at a very long time t , following the removal of Me E. Assume a nonlinear Maxwell material with modulus E * , viscosity coefficient c ...
... Residual stress in each bar , 1 sec after the abrupt removal of M. 5. Residual strain in each bar at a very long time t , following the removal of Me E. Assume a nonlinear Maxwell material with modulus E * , viscosity coefficient c ...
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 ) ...
Page 183
... Residual stress Unloading from an elastic - plastic state produced by pa with Ръ Pb = 0 leaves a residual compression at the inside and a much smaller residual tension at the outside of a thick - walled sphere . Suppose , as in Fig ...
... Residual stress Unloading from an elastic - plastic state produced by pa with Ръ Pb = 0 leaves a residual compression at the inside and a much smaller residual tension at the outside of a thick - walled sphere . Suppose , as in Fig ...
Other editions - View all
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