Introduction to Mechanics of Deformable Solids |
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Page 138
... axis , or axis about which rotation occurs under pure bending moment M , ( 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 M , ( 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 151
... axis , or axis of bending , is not an axis of symmetry . For an elastic - perfectly plastic material , the elastic stress distribution of triangular shape goes over gradually to the fully plastic rectangular stress distribution . The ...
... axis , or axis of bending , is not an axis of symmetry . For an elastic - perfectly plastic material , the elastic stress distribution of triangular shape goes over gradually to the fully plastic rectangular stress distribution . The ...
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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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero