## Introduction to Mechanics of Deformable Solids |

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Page 211

7 Yield

definition of yield . The

response of the ...

7 Yield

**curves**for combined tension and torsion . moderate to large offsetdefinition of yield . The

**curve**which joins the initial yield points ( the initial yield**curve**) separates the states of stress o a , Oc on the inside , for which theresponse of the ...

Page 280

of any line segment joining two points on a

or inside the

surface of constant f at any point Xi is a vector N perpendicular to the tangent line

or ...

of any line segment joining two points on a

**curve**or surface of constant f lies onor inside the

**curve**or surface . The outward - pointing normal to a**curve**orsurface of constant f at any point Xi is a vector N perpendicular to the tangent line

or ...

Page 303

T / 6 T / b = T1 / 6 + 102 / 6 Current yield

No2 * T 02 / 6 7016 R or N Noi = 10 : 2 ) T / b versus Ni Initial yield

versus N3 1 Limit

elastic ...

T / 6 T / b = T1 / 6 + 102 / 6 Current yield

**curve**at O , TO TY 6 When No = Noi +No2 * T 02 / 6 7016 R or N Noi = 10 : 2 ) T / b versus Ni Initial yield

**curve**7 : / bversus N3 1 Limit

**curve**T * / b versus R * Fig . 13 . Assemblage of two tubes ofelastic ...

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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