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contributor authorS. Ghosh
contributor authorD. Roy
date accessioned2017-05-08T22:41:03Z
date available2017-05-08T22:41:03Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A10%281124%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86342
description abstractA new numeric-analytic technique is developed for two-point nonlinear boundary-value problems (BVPs) of engineering interest. The analytic part of the method is based on a conventional Adomian decomposition method (ADM). However, given a discretization of the one-dimensional domain, the present algorithm applies the ADM, repetitively over successive intervals and exploits a shooting algorithm to solve the BVPs. Apart from a very high rate of convergence as the discretization is made finer, yet another significant advantage of the method is that it provides the solution in a piecewise functional form and one can finally arrive at a continuous form of the global solution. The procedure is used to study planar, large-deflection (Elastica) problem of a cantilever beam subjected to a transverse, concentrated load, at its free end. Moreover the elastoplastic behavior of a cantilever is also studied. Comparisons with exact solutions as well as with results via a few other competing algorithms demonstrate the remarkable accuracy of the proposed method.
publisherAmerican Society of Civil Engineers
titleNumeric-Analytic Form of the Adomian Decomposition Method for Two-Point Boundary Value Problems in Nonlinear Mechanics
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:10(1124)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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