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 P , and P , denote tensile force ; positive P , denotes compressive force . 7 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 P , and P , denote tensile force ; positive P , denotes compressive force . 7 8 When one or more of the bars is inelastic , it is not possible ...
Page 252
... positive directions x , y as shown . ( a ) Positive shear stress ; ( b ) positive shear strain . But for Mohr's circle : 77 , is negative , Tyr is positive , Yz is negative , and is positive . ( c ) For Mohr's circle yns is negative , yn is ...
... positive directions x , y as shown . ( a ) Positive shear stress ; ( b ) positive shear strain . But for Mohr's circle : 77 , is negative , Tyr is positive , Yz is negative , and is positive . ( c ) For Mohr's circle yns is negative , yn is ...
Page 373
... positive s is 90 ° counterclockwise from positive n . The product of inertia I associated with I , therefore is -Ins , because positive t is negative . n ( Fig . 14.25 ) . As a consequence , ( In , Ins ) and ( I ,, Ist = -Ins ) plot on ...
... positive s is 90 ° counterclockwise from positive n . The product of inertia I associated with I , therefore is -Ins , because positive t is negative . n ( Fig . 14.25 ) . As a consequence , ( In , Ins ) and ( I ,, Ist = -Ins ) plot on ...
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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft 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 T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ