Introduction to Mechanics of Deformable Solids |
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Page 87
... diameter to carry an interior pressure of 150 psi gage with a factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the ...
... diameter to carry an interior pressure of 150 psi gage with a factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the ...
Page 88
Daniel Charles Drucker. 5.10 Find a reasonable answer for the change in diameter and the change in length in 1 year of a pipe 12 ft long , 6 in . in diameter , g - in . wall , with 600 psi interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 ...
Daniel Charles Drucker. 5.10 Find a reasonable answer for the change in diameter and the change in length in 1 year of a pipe 12 ft long , 6 in . in diameter , g - in . wall , with 600 psi interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 ...
Page 355
... diameter d . The portion CB is also of circular cross section but tapers uniformly from diameter d at C to diameter 2d at B. Note that the apex of the cone is at A. Assume linear - elastic response with modulus E. A P B C L 2 + L 2 2d ...
... diameter d . The portion CB is also of circular cross section but tapers uniformly from diameter d at C to diameter 2d at B. Note that the apex of the cone is at A. Assume linear - elastic response with modulus E. A P B C L 2 + L 2 2d ...
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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