## Introduction to Mechanics of Deformable Solids |

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Page 11

A limiting process as before leads to stress

Oy , Tyr , Tyz . The pattern of the notation is that the normal - stress

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 asOy , Tyr , Tyz . The pattern of the notation is that the normal - stress

**component**isdenoted by o and a single subscript which is the normal to the plane on which ...

Page 268

Just place a dot over the strain

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 , andPoisson ' 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

elastic response to permit combination with ... The placing of dots over both the

change ...

**component**is time - independent , strain - rate expressions must be written forelastic response to permit combination with ... The placing of dots over both the

**components**of strain and the**components**of stress , to represent time rate ofchange ...

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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