Introduction to Mechanics of Deformable Solids |
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Page 316
... Integration and satisfaction of the boundary condition or = 0 at r = b gives Or
200 b In V3 r oc = - ( 1-1 ) ( 13.6 : 11 ) The ... it is worth mentioning that the Tresca
criterion of maximum shear stress gives essentially the same answer for plane ...
... Integration and satisfaction of the boundary condition or = 0 at r = b gives Or
200 b In V3 r oc = - ( 1-1 ) ( 13.6 : 11 ) The ... it is worth mentioning that the Tresca
criterion of maximum shear stress gives essentially the same answer for plane ...
Page 382
2 : 1 ) gives du ( a + b + c ) = 8100 + 812 ( a + b ) ( 15 . 2 : 2 ) after a little
rearranging ... A somewhat more complicated result may give some insight into
the value of virtual work even in this type of application . Consider the three -
concurrent ...
2 : 1 ) gives du ( a + b + c ) = 8100 + 812 ( a + b ) ( 15 . 2 : 2 ) after a little
rearranging ... A somewhat more complicated result may give some insight into
the value of virtual work even in this type of application . Consider the three -
concurrent ...
Page 399
5 : 10 ) gives a smaller go than ( 15 . 5 : 9 ) and so is a better answer . For M6 >
17M6 , ( 15 . 5 : 9 ) gives the actual limit load , and Fig . 15 . 9a is the correct
collapse configuration . Although ( 15 . 5 : 10 ) gives a better answer than ( 15 .
5 : 10 ) gives a smaller go than ( 15 . 5 : 9 ) and so is a better answer . For M6 >
17M6 , ( 15 . 5 : 9 ) gives the actual limit load , and Fig . 15 . 9a is the correct
collapse configuration . Although ( 15 . 5 : 10 ) gives a better answer than ( 15 .
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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 |