Introduction to Mechanics of Deformable Solids |
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Page 5
... torque ; the two other components of moment M ,, M , are termed bending moments . = Bars are found as elements of so ... torque bar , when twisting moment predominates . The word " shaft " often implies that the bar is turning and ...
... torque ; the two other components of moment M ,, M , are termed bending moments . = Bars are found as elements of so ... torque bar , when twisting moment predominates . The word " shaft " often implies that the bar is turning and ...
Page 165
... torque To asymptotically as twist continues . A hollow shaft reaches its limit torque rather quickly ; the smaller the inside radius , the larger the angle of twist o which is needed . Figure 8.7 shows both the asymptotic approach of ...
... torque To asymptotically as twist continues . A hollow shaft reaches its limit torque rather quickly ; the smaller the inside radius , the larger the angle of twist o which is needed . Figure 8.7 shows both the asymptotic approach of ...
Page 173
... torque T with time . 8.5 Assume a linear - work - hardening idealization for a structural aluminum alloy , with Gtan in the plastic range = G / 20 , G4,000,000 psi . The yield . point is 17,500 psi . A. Compute and plot the torque ...
... torque T with time . 8.5 Assume a linear - work - hardening idealization for a structural aluminum alloy , with Gtan in the plastic range = G / 20 , G4,000,000 psi . The yield . point is 17,500 psi . A. Compute and plot the torque ...
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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