Introduction to Mechanics of Deformable Solids |
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Page 150
... 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 ) Fig . 7.29 Single plane of symmetry . Elastic and plastic response upon loading and unload ...
... 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 ) Fig . 7.29 Single plane of symmetry . Elastic and plastic response upon loading and unload ...
Page 177
... plastic material ) However , not all problems do require simultaneous consideration of equilibrium , compatibility , and stress- strain relations . Statically determinate problems ( Sec . 6.2 ) are obvious exam- ples in which bar forces ...
... plastic material ) However , not all problems do require simultaneous consideration of equilibrium , compatibility , and stress- strain relations . Statically determinate problems ( Sec . 6.2 ) are obvious exam- ples in which bar forces ...
Page 308
... fully plastic or limit state ( Figs . 13.5 and 13.6 ) . At the limit state R * , T * all portions of the cylinder are at yield J2 J2 " and the deformations do , do are purely plastic . Stress com- ponents σal , 71 [ Eqs . ( 13.4 : 9c ...
... fully plastic or limit state ( Figs . 13.5 and 13.6 ) . At the limit state R * , T * all portions of the cylinder are at yield J2 J2 " and the deformations do , do are purely plastic . Stress com- ponents σal , 71 [ Eqs . ( 13.4 : 9c ...
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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