Introduction to Mechanics of Deformable Solids |
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Page 55
... cross section of the tube can be taken as reference and the angular rotations of all the other circles measured with respect to it . Do the outer and the inner circles at a given cross section , as well as the concentric circles between ...
... cross section of the tube can be taken as reference and the angular rotations of all the other circles measured with respect to it . Do the outer and the inner circles at a given cross section , as well as the concentric circles between ...
Page 168
... cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a circular shaft to remain plane . If uniformity along the entire length of the shaft is ...
... cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a circular shaft to remain plane . If uniformity along the entire length of the shaft is ...
Page 171
... cross section which results is as shown in Fig . 8.11a for the reference cross section of zero rotation which lies halfway between the ends . If each cross section warps in exactly the same way to the same extent , there can be ...
... cross section which results is as shown in Fig . 8.11a for the reference cross section of zero rotation which lies halfway between the ends . If each cross section warps in exactly the same way to the same extent , there can be ...
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Common terms and phrases
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