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contributor authorW. A. Kistler
contributor authorSunil Saigal
date accessioned2017-05-08T22:36:04Z
date available2017-05-08T22:36:04Z
date copyrightOctober 1991
date issued1991
identifier other%28asce%290733-9399%281991%29117%3A10%282384%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83377
description abstractThe governing nonlinear vector differential equations for large deflections of an end‐loaded, three‐dimensionally deformed, initially straight, axisymmetric elastica are developed and simulated numerically without decomposition. All simulations are based on repeated applications of truncated Taylor's expansions to advance along a deformed elastica. Both initial value problems, and two‐point boundary value problems with a corresponding shooting method are discussed. A number of examples are solved and compared with corresponding theoretical solutions, and with a finite element solution. An elastica solution with at least six independent equilibrium configurations satisfying a single set of boundary conditions and not heretofore treated in the literature is also presented.
publisherAmerican Society of Civil Engineers
titleThree‐Dimensional Simulations of Initially Straight Elasticas
typeJournal Paper
journal volume117
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1991)117:10(2384)
treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
contenttypeFulltext


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