Introduction to Mechanics of Deformable Solids |
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Results 1-3 of 66
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 stress components ...
... 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 stress components ...
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 σa be the intermediate principal stress and that the maximum shear stress be A change of ± k in ... requiring a reduction in pa below pao . No similar freedom exists for either the Mises or the Tresca criterion when ...
... requires only that σa be the intermediate principal stress and that the maximum shear stress be A change of ± k in ... 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
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