Introduction to Mechanics of Deformable Solids |
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Page 311
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 to
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 to
tension R and torque T . ( 6 ) Circle approximation and several calculated points
for a ...
Page 348
14 Collapse at plastic - limit load F = Fo . ( 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 ...
14 Collapse at plastic - limit load F = Fo . ( 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 Limit curve ( see Plastic - limit curve ) Limit load ( see Plastic - limit load )
Limit moment ( see Plastic - limit moment ) Limit state , plastic , 141 Linear elastic
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 elastic
idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization ...
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Common terms and phrases
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |