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 , -in . wall , with 600 psi interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 as ...
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 , -in . wall , with 600 psi interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 as ...
Page 163
... diameter were proportional to the diameter . Another way of stating this condition is that the longitudinal , or axial , strain and the trans- verse , or lateral , strains must be the same for all tubes . However , if an actual material ...
... diameter were proportional to the diameter . Another way of stating this condition is that the longitudinal , or axial , strain and the trans- verse , or lateral , strains must be the same for all tubes . However , if an actual material ...
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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