Introduction to Mechanics of Deformable Solids |
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Page 8
... torque ; the two other components of moment My , 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 My , 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 go 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 go which is needed . Figure 8.7 shows both the asymptotic approach of ...
Page 211
... torque in one direction , uniaxial compression , and torque in the reverse direction , respectively . Again as in Fig . 10.6 , the yield points established by our imagined experiments are indicated by open circles ; the yield stresses ...
... torque in one direction , uniaxial compression , and torque in the reverse direction , respectively . Again as in Fig . 10.6 , the yield points established by our imagined experiments are indicated by open circles ; the yield stresses ...
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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