## 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 237

Shear stress

by parallel pairs of the three perpendicular planes . Those on the omax face are

labeled with a question mark . They ( and the corresponding cross shears ) must

...

Shear stress

**components**are shown on each face of the parallelepiped formedby parallel pairs of the three perpendicular planes . Those on the omax face are

labeled with a question mark . They ( and the corresponding cross shears ) must

...

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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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero