Introduction to Mechanics of Deformable Solids |
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Page 92
... applied force . If the applied force never decreases , the force in each bar never decreases and the elongation still is given by the current value of the force . If unloading occurs , then the path of loading must be followed ...
... applied force . If the applied force never decreases , the force in each bar never decreases and the elongation still is given by the current value of the force . If unloading occurs , then the path of loading must be followed ...
Page 142
... applied abruptly and held constant for time t1 3. Rotation in time t , due to M , applied as a quadratic in time , M = Mc ( t / t1 ) 2 4. Residual stress in each bar produced by the application and removal of Mc D. Assume a linear ...
... applied abruptly and held constant for time t1 3. Rotation in time t , due to M , applied as a quadratic in time , M = Mc ( t / t1 ) 2 4. Residual stress in each bar produced by the application and removal of Mc D. Assume a linear ...
Page 206
... applied abruptly and maintained constant along with N. At t 25 hr , M applied , and all are held constant until t = 35 hr . = = = 190,000 in . - lb is Att 35 hr find , as assigned : ( 1 ) - ( 8 ) as in Prob . 10.1A . If you have solved ...
... applied abruptly and maintained constant along with N. At t 25 hr , M applied , and all are held constant until t = 35 hr . = = = 190,000 in . - lb is Att 35 hr find , as assigned : ( 1 ) - ( 8 ) as in Prob . 10.1A . If you have solved ...
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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 M₂ 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 stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ