Introduction to Mechanics of Deformable Solids |
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Page 109
... constant and the supports remain fixed in position . 6. What is the effect of temperature change and support movement on the plastic - limit load ? B. Now replace bar 2 with a linear - viscous bar , and suppose that Fe is increased ...
... constant and the supports remain fixed in position . 6. What is the effect of temperature change and support movement on the plastic - limit load ? B. Now replace bar 2 with a linear - viscous bar , and suppose that Fe is increased ...
Page 119
... constant , produce a ratio of 2 " in strain rate , because de 1 do dt Em dt = σ M n n σ σ + = C C when is constant . Except for n = 1 , which is the special case of the linear Maxwell material , this ratio of strain rates is ...
... constant , produce a ratio of 2 " in strain rate , because de 1 do dt Em dt = σ M n n σ σ + = C C when is constant . Except for n = 1 , which is the special case of the linear Maxwell material , this ratio of strain rates is ...
Page 206
... constant . Ten hours later T = 14,000 ft - lb is applied abruptly and maintained constant along with N. At t = 25 hr , M = 190,000 in . - lb is applied , and all are held constant until t = 35 hr . Att Att 35 hr find , as assigned : ( 1 ) ...
... constant . Ten hours later T = 14,000 ft - lb is applied abruptly and maintained constant along with N. At t = 25 hr , M = 190,000 in . - lb is applied , and all are held constant until t = 35 hr . Att Att 35 hr find , as assigned : ( 1 ) ...
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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