Introduction to Mechanics of Deformable Solids |
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Page 220
... normal stress for any plane through the point . Call the maximum principal stress σ and the minimum principal stress σ3 . Then the intermediate principal stress σ2 , as well as the value of the normal component of stress σ on each plane ...
... normal stress for any plane through the point . Call the maximum principal stress σ and the minimum principal stress σ3 . Then the intermediate principal stress σ2 , as well as the value of the normal component of stress σ on each plane ...
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 ...
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Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ