## 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 268

Just place a dot over the strain

Poisson ' s ratio by 1 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 ...

Just place a dot over the strain

**components**, replace E by C , G by Cs , andPoisson ' s ratio by 1 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 ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero