Introduction to Mechanics of Deformable Solids |
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Page 6
... perfectly plastic idealization 115 Linear - elastic behavior Linear - work - hardening idealization 117 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Linear Maxwell idealization 118 Four - element model and mixed ...
... perfectly plastic idealization 115 Linear - elastic behavior Linear - work - hardening idealization 117 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Linear Maxwell idealization 118 Four - element model and mixed ...
Page 115
... perfectly plastic assemblage of five equal bars ( Fig . 7.2 ) . MY = 500Ah M2 = -M3 = Mo = MoooAh When M is removed , the stresses , strains , forces , elongations , and rotations return to zero , for they ... perfectly plastic idealization.
... perfectly plastic assemblage of five equal bars ( Fig . 7.2 ) . MY = 500Ah M2 = -M3 = Mo = MoooAh When M is removed , the stresses , strains , forces , elongations , and rotations return to zero , for they ... perfectly plastic idealization.
Page 177
... perfectly plastic material ) However , not all problems do require simultaneous consideration of equilibrium , compatibility , and stress- strain relations . Statically determinate problems ( Sec . 6.2 ) are ... perfectly plastic material)
... perfectly plastic material ) However , not all problems do require simultaneous consideration of equilibrium , compatibility , and stress- strain relations . Statically determinate problems ( Sec . 6.2 ) are ... perfectly plastic material)
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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 M₂ 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 statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ temperature tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ