Introduction to Mechanics of Deformable Solids |
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Page 220
... plane through the point other than a principal plane , lies between the extreme values 01 ≥ 02 ≥ 03 01 > σ > 03 01703 ( 11.1 : 1 ) The maximum shear stress 7max will act on each of the planes at 45 ° to the planes of maximum and ...
... plane through the point other than a principal plane , lies between the extreme values 01 ≥ 02 ≥ 03 01 > σ > 03 01703 ( 11.1 : 1 ) The maximum shear stress 7max will act on each of the planes at 45 ° to the planes of maximum and ...
Page 224
... plane in a biaxial stress field σας σε The two - dimensional sketch is adequate , but the true three - dimensional ... plane states of stress . 11.2 / PRINCIPAL STRESSES IN TWO DIMENSIONS ( PLANE STRESS ) Principal values given If the ...
... plane in a biaxial stress field σας σε The two - dimensional sketch is adequate , but the true three - dimensional ... plane states of stress . 11.2 / PRINCIPAL STRESSES IN TWO DIMENSIONS ( PLANE STRESS ) Principal values given If the ...
Page 228
... plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is indicated by the small open circle in Fig . 11.11b . It ...
... plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is indicated by the small open circle in Fig . 11.11b . It ...
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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