Introduction to Mechanics of Deformable Solids |
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Page 25
A ratio of failure , or plastic collapse load , to working load in the neighborhood of
2 is not unreasonable for quasi - static loading . The corresponding factor of
safety against brittle fracture might well exceed 5 , while ensuring against
excessive ...
A ratio of failure , or plastic collapse load , to working load in the neighborhood of
2 is not unreasonable for quasi - static loading . The corresponding factor of
safety against brittle fracture might well exceed 5 , while ensuring against
excessive ...
Page 119
The ratio of 2 : 1 for the elastic stresses in bars 3 and 2 would , if maintained
constant , produce a ratio of 2r in strain rate , because lo de dt 1 do Ex dt 1 blo bio
when o is constant . Except for n = 1 , which is the special case of the linear
Maxwell ...
The ratio of 2 : 1 for the elastic stresses in bars 3 and 2 would , if maintained
constant , produce a ratio of 2r in strain rate , because lo de dt 1 do Ex dt 1 blo bio
when o is constant . Except for n = 1 , which is the special case of the linear
Maxwell ...
Page 305
We left unanswered the more difficult question of what happens on the way to the
limit state when y and are increased in constant ratio from a stressfree state at ø =
= 0 . In the linear - elastic range ( below initial yield ) E ro da = E ( 8 / L ) Tac ...
We left unanswered the more difficult question of what happens on the way to the
limit state when y and are increased in constant ratio from a stressfree state at ø =
= 0 . In the linear - elastic range ( below initial yield ) E ro da = E ( 8 / L ) Tac ...
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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
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 |