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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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