## Introduction to Mechanics of Deformable Solids |

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Page 311

7 / 8 ᏧᏢ Todo P Nod8P R - R M Initial yield

) Fig . 13 . 8 Yield curve and

tension R and torque T . ( 6 ) Circle approximation and several calculated points

for a ...

7 / 8 ᏧᏢ Todo P Nod8P R - R M Initial yield

**Limit**curve T * / b versus R * ( a ) ( b) Fig . 13 . 8 Yield curve and

**limit**curve for solid bar of radius b subjected totension R and torque T . ( 6 ) Circle approximation and several calculated points

for a ...

Page 348

14 Collapse at plastic -

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

as deflection continues at

c ) load ...

14 Collapse at plastic -

**limit**load F = Fo . ( Note : Deflections v greatlyexaggerated . ) 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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acts actual addition angle answer applied assemblage 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 example Figure Find force given gives homogeneous idealization increase independent 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 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 versus viscous yield zero