Introduction to Mechanics of Deformable Solids |
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Page 168
9 Axial symmetry , uniformity along length , and " same ” end conditions lead to a
contradiction if radial lines distort in the cross section or warp out of the cross
section . conditions , symmetry requires the cross section midway between the
two ...
9 Axial symmetry , uniformity along length , and " same ” end conditions lead to a
contradiction if radial lines distort in the cross section or warp out of the cross
section . conditions , symmetry requires the cross section midway between the
two ...
Page 322
3 to 14 . 16 are but a few examples of that most important class of bodies , beams
in bending under transverse force . All are examples of bars with continuous or
discontinuous variations in force ( moment ) or cross section along their length .
3 to 14 . 16 are but a few examples of that most important class of bodies , beams
in bending under transverse force . All are examples of bars with continuous or
discontinuous variations in force ( moment ) or cross section along their length .
Page 420
2 . 7 ) tend to be excessively large . 16 . 5 / OTHER END CONDITIONS Linear -
elastic columns A fixed - ended column of length L , is shown in Fig . 16 . 3c , a
propped cantilever column ( fixed at one end and hinged at the other ) of length
L2 ...
2 . 7 ) tend to be excessively large . 16 . 5 / OTHER END CONDITIONS Linear -
elastic columns A fixed - ended column of length L , is shown in Fig . 16 . 3c , a
propped cantilever column ( fixed at one end and hinged at the other ) of length
L2 ...
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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 |