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 Li 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 Li 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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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |