Nonlinear Analysis of Steep, Compressible Arches of Any Shape
Keyword(s):
The buckling and snap-through behavior of steep arches is studied by treating the arch as a compressible, curved elastica. A technique previously developed for circular arches is here generalized for arches of any shape. As before, the system is described by a two or three-point boundary-value problem containing simultaneous, nonlinear, first-order differential equations. This problem is solved by a shooting method augmented by a Newton-Raphson technique for finding the original curvature at any point along the arch. Selected results for a circular and a parabolic arch under concentrated load are given, including symmetric and unsymmetric modes of buckling.
2008 ◽
Vol 31
(1-2)
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pp. 267-278
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1996 ◽
Vol 204
(1)
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pp. 65-73
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2004 ◽
Vol 193
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pp. 483-486
2015 ◽
Vol 712
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pp. 37-42
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1983 ◽
Vol 94
(3-4)
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pp. 331-338
1975 ◽
Vol 29
(4)
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pp. 391-396
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