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 Fc 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 Fc is increased ...
Page 119
... constant for an indefinitely long period . The rotation gives rise to an immediate linear - elastic response in each bar , with a total moment Me . All bars then remain at constant length , and so the stress in each relaxes ...
... constant for an indefinitely long period . The rotation gives rise to an immediate linear - elastic response in each bar , with a total moment Me . All bars then remain at constant length , and so the stress in each relaxes ...
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 untilt = 35 hr . 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 untilt = 35 hr . Att = 35 hr find , as assigned : ( 1 ) ...
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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