Introduction to Mechanics of Deformable Solids |
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Page 247
23 Displacement , deformation , and distortion . torted in general . The
displacement components of O are labeled u , v , w in the x , y , z directions ,
respectively . Point A , originally on the x axis a distance Ax from 0 , goes to A ' .
23 Displacement , deformation , and distortion . torted in general . The
displacement components of O are labeled u , v , w in the x , y , z directions ,
respectively . Point A , originally on the x axis a distance Ax from 0 , goes to A ' .
Page 378
This trivial illustration does bring out three important features . The first is that the
type and magnitude of the displacements u * chosen for the computation of the
virtual work need bear no relation to the character of the actual displacement u of
...
This trivial illustration does bring out three important features . The first is that the
type and magnitude of the displacements u * chosen for the computation of the
virtual work need bear no relation to the character of the actual displacement u of
...
Page 390
Which layout is better ? Why ? What modification would you employ if the total
balance weight is restricted to 10 lb ? 15 . 2 Find vc , the downward vertical
component of displacement of pin C ( Fig . 15 . 5 ) . Use the equation of virtual
work . 15 .
Which layout is better ? Why ? What modification would you employ if the total
balance weight is restricted to 10 lb ? 15 . 2 Find vc , the downward vertical
component of displacement of pin C ( Fig . 15 . 5 ) . Use the equation of virtual
work . 15 .
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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
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 |