Introduction to Mechanics of Deformable Solids |
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Page 86
... computed separately and simply added together . Of course , the changes in dimension due to stress must be computed with due regard to the temperature at the time . True elastic properties are fairly insensitive to temperature change ...
... computed separately and simply added together . Of course , the changes in dimension due to stress must be computed with due regard to the temperature at the time . True elastic properties are fairly insensitive to temperature change ...
Page 87
... Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in Prob . 5.2 ? Take necking or local thinning into account . Show all steps explicitly , and state any ...
... Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in Prob . 5.2 ? Take necking or local thinning into account . Show all steps explicitly , and state any ...
Page 329
... computed and drawn or tabu- lated for use in solving problems numerically . Analytic solution is possible when the further approximation is made of replacing the moment - curvature or torque - twist curve by linear - elastic response ...
... computed and drawn or tabu- lated for use in solving problems numerically . Analytic solution is possible when the further approximation is made of replacing the moment - curvature or torque - twist curve by linear - elastic response ...
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Common terms and phrases
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