Introduction to Mechanics of Deformable Solids |
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Page 98
... positive answer for P means that the force is as drawn on the free - body sketch . Positive P7 and P , denote tensile force ; positive P , denotes compressive force . 8 When one or more of the bars is inelastic , it is not possible ...
... positive answer for P means that the force is as drawn on the free - body sketch . Positive P7 and P , denote tensile force ; positive P , denotes compressive force . 8 When one or more of the bars is inelastic , it is not possible ...
Page 126
... positive , or tensile , force to follow the customary sign convention . ) The minus sign indicates that positive or tensile forces at positive y would correspond to the application of a clockwise or a negative M. Rotation of the end ...
... positive , or tensile , force to follow the customary sign convention . ) The minus sign indicates that positive or tensile forces at positive y would correspond to the application of a clockwise or a negative M. Rotation of the end ...
Page 252
... positive shear strain . ( b ) For positive directions x , y as shown . But for Mohr's circle : Try is negative , Tyr ( c ) ( a ) Positive shear stress ; is positive , Yay is negative , and Yyx is positive . ( c ) For Mohr's circle yns ...
... positive shear strain . ( b ) For positive directions x , y as shown . But for Mohr's circle : Try is negative , Tyr ( c ) ( a ) Positive shear stress ; is positive , Yay is negative , and Yyx is positive . ( c ) For Mohr's circle yns ...
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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