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
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