Introduction to Mechanics of Deformable Solids |
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Page 168
... length , and " same " end conditions lead to a contradiction if radial lines distort in the cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a ...
... length , and " same " end conditions lead to a contradiction if radial lines distort in the cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a ...
Page 322
... length . Almost all are intractable in the exact sense except for special shapes and materials . All reduce to elementary problems with the strength of materials assumption . 14.2 / THE STRENGTH OF MATERIALS ASSUMPTION FOR BARS An ...
... length . Almost all are intractable in the exact sense except for special shapes and materials . All reduce to elementary problems with the strength of materials assumption . 14.2 / THE STRENGTH OF MATERIALS ASSUMPTION FOR BARS An ...
Page 420
... length L1 is shown in Fig . 16.3c , a propped cantilever column ( fixed at one end and hinged at the other ) of length L2 is drawn in Fig . 16.7b , and a continuous column is illustrated in Fig . 16.7c . Each leads to an eigenvalue ...
... length L1 is shown in Fig . 16.3c , a propped cantilever column ( fixed at one end and hinged at the other ) of length L2 is drawn in Fig . 16.7b , and a continuous column is illustrated in Fig . 16.7c . Each leads to an eigenvalue ...
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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