Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 47
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 ...
Other editions - View all
Common terms and phrases
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