Introduction to Mechanics of Deformable Solids |
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Page 55
... circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a tube . This is obvious when the tube is a ...
... circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a tube . This is obvious when the tube is a ...
Page 228
... circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is ...
... circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is ...
Page 233
... circle of plane stress we have been drawing really represents three . This plane - stress circle , for all planes perpendicular to the face of zero stress , is indicated by the small open circle at its center . Each of the other two circles ...
... circle of plane stress we have been drawing really represents three . This plane - stress circle , for all planes perpendicular to the face of zero stress , is indicated by the small open circle at its center . Each of the other two circles ...
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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