Introduction to Mechanics of Deformable Solids |
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Page 168
... shaft end for end about axis B - B ' for the left figures and axis A - A ' for the right figures shows a contradiction . Therefore , if uniformity can be achieved along the length of a circular shaft , plane cross sections of the shaft ...
... shaft end for end about axis B - B ' for the left figures and axis A - A ' for the right figures shows a contradiction . Therefore , if uniformity can be achieved along the length of a circular shaft , plane cross sections of the shaft ...
Page 170
... shaft first ( Fig . 8.10 ) . Concentric circular tubes provide no guide to the solution , because only a circular solid or hollow shaft can result from their combination . It is easy to see that no reliance can be placed on the main ...
... shaft first ( Fig . 8.10 ) . Concentric circular tubes provide no guide to the solution , because only a circular solid or hollow shaft can result from their combination . It is easy to see that no reliance can be placed on the main ...
Page 171
... shaft leaves the picture unchanged , as does end - for - end rotation about A - A ' . If zero shear strain is to correspond to the zero shear stress at the corners of the square , the right angle between the edge parallel to the axis of ...
... shaft leaves the picture unchanged , as does end - for - end rotation about A - A ' . If zero shear strain is to correspond to the zero shear stress at the corners of the square , the right angle between the edge parallel to the axis of ...
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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