## Introduction to Mechanics of Deformable Solids |

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Page 303

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 : / b

versus N3 1

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 : / b

versus N3 1

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

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... 429

idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization ...

... 429

**Limit**curve ( see Plastic -**limit**curve )**Limit**load ( see Plastic -**limit**load )**Limit**moment ( see Plastic -**limit**moment )**Limit**state , plastic , 141 Linear elasticidealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization ...

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... 207 , 233 - 235 Plastic buckling ( see Buckling load ) Plastic collapse load , 25

( See also Plastic -

Plastic hinge location , 333 , 398 Plastic -

... 207 , 233 - 235 Plastic buckling ( see Buckling load ) Plastic collapse load , 25

( See also Plastic -

**limit**load ) Plastic deformation , 9 , 10 contained , 182 , 306Plastic hinge location , 333 , 398 Plastic -

**limit**curve , 306 , 307 , 311 Plastic -**limit**...### What people are saying - Write a review

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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