Introduction to Mechanics of Deformable Solids |
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Page 53
... requires the total axial force on the shaded area of the cross section in Fig . 4.4 to be zero . Constancy of σ , in the radial direction . then requires σ = 0 at each point of the cross section . Therefore , of all the σ2 stress ...
... requires the total axial force on the shaded area of the cross section in Fig . 4.4 to be zero . Constancy of σ , in the radial direction . then requires σ = 0 at each point of the cross section . Therefore , of all the σ2 stress ...
Page 171
... requires that each cross section warp or otherwise distort equally but , when coupled with insensitivity to end - for - end rotation about A - A ' , also requires that each radial line in each cross section before twisting project as a ...
... requires that each cross section warp or otherwise distort equally but , when coupled with insensitivity to end - for - end rotation about A - A ' , also requires that each radial line in each cross section before twisting project as a ...
Page 317
... requires only that σ be the intermediate principal stress and that the maximum shear stress be ge = στ 2k = 270. A ... requiring a reduction in pa below pao . No similar freedom exists for either the Mises or the Tresca criterion when ...
... requires only that σ be the intermediate principal stress and that the maximum shear stress be ge = στ 2k = 270. A ... requiring a reduction in pa below pao . No similar freedom exists for either the Mises or the Tresca criterion when ...
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Common terms and phrases
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