Introduction to Mechanics of Deformable Solids |
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Page 220
... normal stress for any plane through the point . stress σ and the minimum principal stress σ3 . stress σ2 , as well as the value of the normal component of stress σ on each plane through the point other than a principal plane , lies ...
... normal stress for any plane through the point . stress σ and the minimum principal stress σ3 . stress σ2 , as well as the value of the normal component of stress σ on each plane through the point other than a principal plane , lies ...
Page 228
... normals , to emphasize that the line joining the pole to any other point on the circle gives the direction of the normal to the plane , or of the normal component of stress acting on the plane , corresponding to that point on the circle ...
... normals , to emphasize that the line joining the pole to any other point on the circle gives the direction of the normal to the plane , or of the normal component of stress acting on the plane , corresponding to that point on the circle ...
Page 237
... normal stress for any plane . Therefore this component must be zero . Similarly , consideration of the picture observed in the direction of σ , with stress components σmax , σn , ? , shows the second component of shear stress to be zero ...
... normal stress for any plane . Therefore this component must be zero . Similarly , consideration of the picture observed in the direction of σ , with stress components σmax , σn , ? , shows the second component of shear stress to be zero ...
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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