Introduction to Mechanics of Deformable Solids |
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Page 52
... components of stress at each point in section C " to be the normal stress σr , the circumferential shear stress 7 , and the radial shear stress Txr . It is these components which , because of symmetry , cannot vary with the angular ...
... components of stress at each point in section C " to be the normal stress σr , the circumferential shear stress 7 , and the radial shear stress Txr . It is these components which , because of symmetry , cannot vary with the angular ...
Page 229
... 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 ( c ) and ( d ) ...
... 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 ( c ) and ( d ) ...
Page 269
... components of strain and the components of stress , to represent time rate of change , converts all the stress - strain relations ( 12.2 : 2-16 ) to appropriate forms for the rates . In particular , then , Eqs . ( 12.2 : 13 , 14 ) with ...
... components of strain and the components of stress , to represent time rate of change , converts all the stress - strain relations ( 12.2 : 2-16 ) to appropriate forms for the rates . In particular , then , Eqs . ( 12.2 : 13 , 14 ) with ...
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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