## Introduction to Mechanics of Deformable Solids |

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Page 48

chapter 4 Simple shear 4 . 1 /

TENSION AND COMPRESSION The stress - strain relations for homogeneous

tension and compression represent a very limited aspect of the complete stress ...

chapter 4 Simple shear 4 . 1 /

**SHEAR STRESS**IN HOMOGENEOUS ŠIMPLETENSION AND COMPRESSION The stress - strain relations for homogeneous

tension and compression represent a very limited aspect of the complete stress ...

Page 220

2 Planes of maximum

angle BAC = angle ABC = 45° braically ( tension positive ) the greatest , and on

another algebraically the least , normal stress for any plane through the point .

2 Planes of maximum

**shear stress**( see Fig . 11 . 1 ) . Tmax = _ 01 - 03 T max = 2angle BAC = angle ABC = 45° braically ( tension positive ) the greatest , and on

another algebraically the least , normal stress for any plane through the point .

Page 364

W Centroid of cross section Shear center - but For perfectly plastic flanges at oo

Fig . 14 . 20 Shear center of cross section for bending without twisting may alter

appreciably with response of material . section also is zero . The

...

W Centroid of cross section Shear center - but For perfectly plastic flanges at oo

Fig . 14 . 20 Shear center of cross section for bending without twisting may alter

appreciably with response of material . section also is zero . The

**shear stress**Tzz...

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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