## Introduction to Mechanics of Deformable Solids |

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Page 5

Stress and strain as tensors 218 11.1 General Discussion of Stress 218 11.2

Principal Stresses in Two

234 11.4 Principal Stresses in Three

stresses ...

Stress and strain as tensors 218 11.1 General Discussion of Stress 218 11.2

Principal Stresses in Two

**Dimensions**... of Two -**dimensional**States of Stress234 11.4 Principal Stresses in Three

**Dimensions**235 Secondary principalstresses ...

Page 259

C. Find en at 45 ° and at 90 ° . 11.20 Suppose that a linear - elastic bar of the

function of the three rosettes is to determine the unknown magnitudes and signs

of M ...

C. Find en at 45 ° and at 90 ° . 11.20 Suppose that a linear - elastic bar of the

**dimensions**given in Prob . 11.16 is part of a rather complicated structure . Thefunction of the three rosettes is to determine the unknown magnitudes and signs

of M ...

Page 440

11.8 Offset yield strength , 11 , 58 One -

Overhanging beam , 334 Path independence , 277 Perfectly plastic material , 16 ,

19 , 274 ( See also Plastic ) Permanent set or strain , 10 , 11 , 58 Photoelastic

coatings ...

11.8 Offset yield strength , 11 , 58 One -

**dimensional**problem , 185 , 331Overhanging beam , 334 Path independence , 277 Perfectly plastic material , 16 ,

19 , 274 ( See also Plastic ) Permanent set or strain , 10 , 11 , 58 Photoelastic

coatings ...

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acts actual addition angle answer applied assemblage axes 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 equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell MICHIGAN modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced radius range ratio 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 viscous yield zero