Introduction to Mechanics of Deformable Solids |
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Page 11
A limiting process as before leads to stress components which are designated as
Oy , Tyr , Tyz . The pattern of the notation is that the normal - stress component is
denoted by o and a single subscript which is the normal to the plane on which ...
A limiting process as before leads to stress components which are designated as
Oy , Tyr , Tyz . The pattern of the notation is that the normal - stress component is
denoted by o and a single subscript which is the normal to the plane on which ...
Page 268
Just place a dot over the strain components , replace E by C , G by Cs , and
Poisson ' s ratio by or a smaller value if compressibility is to be taken into account
, as in a foamed plastic . Note , however , that the stresses determine the strain
rates ...
Just place a dot over the strain components , replace E by C , G by Cs , and
Poisson ' s ratio by or a smaller value if compressibility is to be taken into account
, as in a foamed plastic . Note , however , that the stresses determine the strain
rates ...
Page 269
component is time - independent , strain - rate expressions must be written for
elastic response to permit combination with ... The placing of dots over both the
components of strain and the components of stress , to represent time rate of
change ...
component is time - independent , strain - rate expressions must be written for
elastic response to permit combination with ... The placing of dots over both the
components of strain and the components of stress , to represent time rate of
change ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires residual response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading versus viscous yield zero