Introduction to Mechanics of Deformable Solids |
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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 229
... normal and shear components of stress acting on the plane . In this illustrative example , the normal stress is negative , or com- pressive , whereas the shear stress is positive , or clockwise around the enclosed area as drawn in both ...
... normal and shear components of stress acting on the plane . In this illustrative example , the normal stress is negative , or com- pressive , whereas the shear stress is positive , or clockwise around the enclosed area as drawn in both ...
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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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