Introduction to Mechanics of Deformable Solids |
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Page 231
... direction . The 1 direction may be found instead by going in a clockwise direction from y through ( 180 ° - 2α ) = 90 ° a or by drawing the line from the pole to the point ( 1 , 0 ) . - The principal values of stress σ1 , 02 = σε + συ 2 ...
... direction . The 1 direction may be found instead by going in a clockwise direction from y through ( 180 ° - 2α ) = 90 ° a or by drawing the line from the pole to the point ( 1 , 0 ) . - The principal values of stress σ1 , 02 = σε + συ 2 ...
Page 240
... direction and the direction of N , to get the component of the force in the direction of on . An abbreviated notation for Eq . ( 11.4 : 7 ) is σn = 3 3 Σ Σ σilinlin i = 1 j = 1 An even more convenient notation is σn = σijlinlin ( 11.4 ...
... direction and the direction of N , to get the component of the force in the direction of on . An abbreviated notation for Eq . ( 11.4 : 7 ) is σn = 3 3 Σ Σ σilinlin i = 1 j = 1 An even more convenient notation is σn = σijlinlin ( 11.4 ...
Page 259
... direction 11.19 An equiangular rosette gives the following strain readings : = € 0 100 X 10-6 € 60 Sketch the ... direction n and for the shear strain end between the direction n and a perpendicular direction d . They are analogous to ...
... direction 11.19 An equiangular rosette gives the following strain readings : = € 0 100 X 10-6 € 60 Sketch the ... direction n and for the shear strain end between the direction n and a perpendicular direction d . They are analogous to ...
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angle applied assemblage axes axial force beam behavior buckling cantilever centroid circular circumferential column compatibility components of stress compression constant creep cross section cylinder deflection diameter direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ material maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem radial radius ratio rotation shaft shear center 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 temperature tensile stress thick-walled time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ