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 B. arrow really represents ... free - body sketch is drawn ( Fig . 4.16 ) 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 B. arrow really represents ... free - body sketch is drawn ( Fig . 4.16 ) 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 av / ax 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 av / ax is not zero in general . The ...
Page 427
... sketch ( b ) = = q ; dM / dx = - QP dv / dx associated with free - body sketch ( a ) or d ( N dv / dx ) / dx ; dM / dx q = V associated with the free - body Note that N = P for dv / dx <<< 1 and Q = V. 16.11 Use the differential ...
... sketch ( b ) = = q ; dM / dx = - QP dv / dx associated with free - body sketch ( a ) or d ( N dv / dx ) / dx ; dM / dx q = V associated with the free - body Note that N = P for dv / dx <<< 1 and Q = V. 16.11 Use the differential ...
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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