Introduction to Mechanics of Deformable Solids |
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Page 136
... axis parallel to z which is an axis of symmetry for the cross section . However , the rectangular " beam " of Fig . 7.14b remains a rectangular array when the top bars are removed . If all bars are the same , there is an axis of ...
... axis parallel to z which is an axis of symmetry for the cross section . However , the rectangular " beam " of Fig . 7.14b remains a rectangular array when the top bars are removed . If all bars are the same , there is an axis of ...
Page 138
... axis , or axis about which rotation occurs under pure bending moment M2 ( N = 0 ) , coincides with the z axis at all times for all materials and all symmetric combinations of materials . If there is symmetry about y but not about z ...
... axis , or axis about which rotation occurs under pure bending moment M2 ( N = 0 ) , coincides with the z axis at all times for all materials and all symmetric combinations of materials . If there is symmetry about y but not about z ...
Page 368
... axis which is not an axis of symmetry , or an axis perpendicular to a plane of symmetry , or in general a principal axis of the cross section may give rise to a very complex response . The neutral axis is not parallel to the axis of the ...
... axis which is not an axis of symmetry , or an axis perpendicular to a plane of symmetry , or in general a principal axis of the cross section may give rise to a very complex response . The neutral axis is not parallel to the axis of the ...
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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