Introduction to Mechanics of Deformable Solids |
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Page 49
... body sketches ( a ) and ( b ) show the forces on the planes of cut , areas A and A / cos ß . arrow really represents ... free - body sketch is drawn ( Fig . 4.1b ) to exhibit the forces and not the forces per unit of area or stresses . The ...
... body sketches ( a ) and ( b ) show the forces on the planes of cut , areas A and A / cos ß . arrow really represents ... free - body sketch is drawn ( Fig . 4.1b ) to exhibit the forces and not the forces per unit of area or stresses . The ...
Page 336
... free - body sketch of each span , such as AB , looks very much like that of the fixed - ended beam . However , the boundary conditions are not the same . Deflection v is zero at each end , but slope ov / dx is not zero in general . The ...
... free - body sketch of each span , such as AB , looks very much like that of the fixed - ended beam . However , the boundary conditions are not the same . Deflection v is zero at each end , but slope ov / dx is not zero in general . The ...
Page 427
... sketch ( b ) = q ; dM / dx = = q Note that N - = QP dv / dx associated with free - body sketch ( a ) or d ( N dv / dx ) / dx ; dM / dx P for dv / dx <<< 1 and Q = V associated with the free - body མ . 16.11 Use the differential equation ...
... sketch ( b ) = q ; dM / dx = = q Note that N - = QP dv / dx associated with free - body sketch ( a ) or d ( N dv / dx ) / dx ; dM / dx P for dv / dx <<< 1 and Q = V associated with the free - body མ . 16.11 Use the differential equation ...
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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