## Introduction to Mechanics of Deformable Solids |

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Page 5

Stress and

Principal Stresses in Two Dimensions ( Plane Stress ) 224 Principal values given

224 Stress components 0 g , Oy , Try = Tyz = given 229 11.3 Problems of Two ...

Stress and

**strain**as tensors 218 11.1 General Discussion of Stress 218 11.2Principal Stresses in Two Dimensions ( Plane Stress ) 224 Principal values given

224 Stress components 0 g , Oy , Try = Tyz = given 229 11.3 Problems of Two ...

Page 259

A. Principal

and at 120 ° to the axial direction 11.19 An equiangular rosette gives the

following

Sketch ...

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 : 100 x 10-6 -400 x 10-6 +800 x 10-6 € 0 = € 60 € 120 =Sketch ...

Page 442

sign convention , 336 , 337 " Shear " fracture in compression , 66 Shear modulus

, 57 , 265 , 429 Shear

convention , 252 in torsion of tube , 56–59 assemblage , 159 , 161 Shear stress ,

2 , 3 ...

sign convention , 336 , 337 " Shear " fracture in compression , 66 Shear modulus

, 57 , 265 , 429 Shear

**strain**, 4 , 64 , 252 , 254 , 260 maximum , 249 signconvention , 252 in torsion of tube , 56–59 assemblage , 159 , 161 Shear stress ,

2 , 3 ...

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### Common terms and phrases

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