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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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