## Introduction to Mechanics of Deformable Solids |

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Page 303

For twisting moment T alone , the plastic -

which is 20 percent higher than TY for our choice of dimensions . Upon loading to

T ...

For twisting moment T alone , the plastic -

**limit**load T , is the sum of the individual**limit**torques ; To = Tol + T02 = 7oAja + ToA 26 = TOA 2b = ( V3 / 2 ) 0oA 26 ,which is 20 percent higher than TY for our choice of dimensions . Upon loading to

T ...

Page 348

14.14 Collapse at plastic -

) v « L , v « a . ( a ) Initial elastic deflection and subsequent shape as deflection

continues at

14.14 Collapse at plastic -

**limit**load F ( Note : Deflections v greatly exaggerated .) v « L , v « a . ( a ) Initial elastic deflection and subsequent shape as deflection

continues at

**limit**load ; ( b ) plastic deformation only , at**limit**load ; ( c ) load ...Page 438

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