Introduction to Mechanics of Deformable Solids |
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... Dimensions ( Plane Stress ) 224 Principal values given 224 Stress components σz , Oy , Try = Tyz = T given 11.3 229 Problems of Two - dimensional States of Stress 234 11.4 Principal Stresses in Three Dimensions 235 Secondary principal ...
... Dimensions ( Plane Stress ) 224 Principal values given 224 Stress components σz , Oy , Try = Tyz = T given 11.3 229 Problems of Two - dimensional States of Stress 234 11.4 Principal Stresses in Three Dimensions 235 Secondary principal ...
Page 259
... dimensions given in Prob . 11.16 is part of a rather complicated structure . The function of the three rosettes is ... DIMENSIONS . STRAIN AS A TENSOR Consideration of strain in two dimensions ( Sec . 11.7 ) paralleled the discussion of ...
... dimensions given in Prob . 11.16 is part of a rather complicated structure . The function of the three rosettes is ... DIMENSIONS . STRAIN AS A TENSOR Consideration of strain in two dimensions ( Sec . 11.7 ) paralleled the discussion of ...
Page 440
... dimensions , 259-262 in two dimensions , 250-259 Principal stress , 219 computation of , 241-243 directions , 232 existence , 236 , 237 intermediate , 220 secondary , 236 in three dimensions , 235-246 in two dimensions , 224-235 ...
... dimensions , 259-262 in two dimensions , 250-259 Principal stress , 219 computation of , 241-243 directions , 232 existence , 236 , 237 intermediate , 220 secondary , 236 in three dimensions , 235-246 in two dimensions , 224-235 ...
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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 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