Introduction to Mechanics of Deformable Solids |
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Page 77
... addition of po Addition of this hydrostatic pressure reduces the biaxial tensile stress in the shell to zero ( Fig . 5.4 ) and results in a uniaxial compression po = 0 in the radial direction . This uniaxial compression is equivalent to ...
... addition of po Addition of this hydrostatic pressure reduces the biaxial tensile stress in the shell to zero ( Fig . 5.4 ) and results in a uniaxial compression po = 0 in the radial direction . This uniaxial compression is equivalent to ...
Page 296
... addition to the normal - stress components oa , σe increases J2 and therefore for n 1 increases the magnitude of " and " over their values for oa , Oc alone . Similarly , the presence of σa , σ , in addition to rac adds to the magnitude ...
... addition to the normal - stress components oa , σe increases J2 and therefore for n 1 increases the magnitude of " and " over their values for oa , Oc alone . Similarly , the presence of σa , σ , in addition to rac adds to the magnitude ...
Page 317
... addition or subtraction of any value of σ , up to a maximum of k will not change the state from one of plane strain . - Rkπ ( b2 a2 ) ≤ - ( 13.6 : 15 ) Pa can be added or subtracted without requiring a reduction in pa below pao . No ...
... addition or subtraction of any value of σ , up to a maximum of k will not change the state from one of plane strain . - Rkπ ( b2 a2 ) ≤ - ( 13.6 : 15 ) Pa can be added or subtracted without requiring a reduction in pa below pao . No ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero