Introduction to Mechanics of Deformable Solids |
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Page 4
3 Pure Bending of Any Doubly Symmetric Arrangement of Bars 124 Linear -
elastic response 127 Linear - viscous response 129 Linear - viscoelastic
response 149 Elastic - perfectly plastic response 130 Nonlinear - viscous
response 131 7 .
3 Pure Bending of Any Doubly Symmetric Arrangement of Bars 124 Linear -
elastic response 127 Linear - viscous response 129 Linear - viscoelastic
response 149 Elastic - perfectly plastic response 130 Nonlinear - viscous
response 131 7 .
Page 129
7 , any changes in moment which constitute unloading or which involve no plastic
action would produce the same response . If E varies from bar to bar , the
variation must be considered and ( 7 . 3 : 18 ) takes over as the appropriate form ,
with ...
7 , any changes in moment which constitute unloading or which involve no plastic
action would produce the same response . If E varies from bar to bar , the
variation must be considered and ( 7 . 3 : 18 ) takes over as the appropriate form ,
with ...
Page 130
Suppose that the response to this loading has been calculated or observed . ... If
the two loadings are applied simultaneously or with any time lag between them ,
the response of the system is simply the sum of the two responses calculated or ...
Suppose that the response to this loading has been calculated or observed . ... If
the two loadings are applied simultaneously or with any time lag between them ,
the response of the system is simply the sum of the two responses calculated or ...
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Common terms and phrases
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of Michigan |
| Digitized | 29 Nov 2007 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |