Introduction to Mechanics of Deformable Solids |
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Page 167
... end conditions . A - A is a plane of symmetry . 8.3 INDEPENDENT DERIVATION FOR SOLID CIRCULAR SHAFT There is some ... rigid end plates of Fig . 8.4 can be dispensed with . Start once more with a circular shaft under pure twisting moment T , ...
... end conditions . A - A is a plane of symmetry . 8.3 INDEPENDENT DERIVATION FOR SOLID CIRCULAR SHAFT There is some ... rigid end plates of Fig . 8.4 can be dispensed with . Start once more with a circular shaft under pure twisting moment T , ...
Page 172
... rigid end plates has made the torsion problem more rather than less difficult . What does happen if the square shaft is twisted so that the end cross sections are forced to remain plane and undistorted ? If there were uniformity along ...
... rigid end plates has made the torsion problem more rather than less difficult . What does happen if the square shaft is twisted so that the end cross sections are forced to remain plane and undistorted ? If there were uniformity along ...
Page 192
Daniel Charles Drucker. u2 Pb p fa Rigid Rigid Pa Fig . 9.11 Two - tube assemblage with rigid end plates which do not constrain u . A start can be made by a simplification of the problem which avoids the difficulty of matching w ...
Daniel Charles Drucker. u2 Pb p fa Rigid Rigid Pa Fig . 9.11 Two - tube assemblage with rigid end plates which do not constrain u . A start can be made by a simplification of the problem which avoids the difficulty of matching w ...
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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