## Introduction to Mechanics of Deformable Solids |

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Page 5

3 The Thin - walled Circular Tube as a Test Specimen for Stress -

Relations 206 Axial symmetry 207 Radial or proportional loading 208 Isotropy

209 10 . 4 Yield Curves and Surfaces ( in Stress Space ) 210 Simplifications

resulting from ...

3 The Thin - walled Circular Tube as a Test Specimen for Stress -

**Strain**Relations 206 Axial symmetry 207 Radial or proportional loading 208 Isotropy

209 10 . 4 Yield Curves and Surfaces ( in Stress Space ) 210 Simplifications

resulting from ...

Page 259

A . Principal

and at 120° to the axial direction 11 . 19 An equiangular rosette gives the

following

10 ...

A . Principal

**strains**in the surface and their orientation B . en in the surface at 60°and at 120° to the axial direction 11 . 19 An equiangular rosette gives the

following

**strain**readings : 60 = 100 X 10 – 6 660 = – 400 X 10 – 6 €120 = + 800 x10 ...

Page 442

... 362 Shear or shearing force , 1 , 2 , 5 horizontal , 360 , 361 sign convention ,

336 , 337 “ Shear ” fracture in compression , 66 Shear modulus , 57 , 265 , 429

Shear

torsion ...

... 362 Shear or shearing force , 1 , 2 , 5 horizontal , 360 , 361 sign convention ,

336 , 337 “ Shear ” fracture in compression , 66 Shear modulus , 57 , 265 , 429

Shear

**strain**, 4 , 64 , 252 , 254 , 260 maximum , 249 sign convention , 252 intorsion ...

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actual addition angle answer applied assemblage axial axis beam behavior bending circle circular column combined components compression compressive stress computed 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 viscous yield zero