contributor author | S. Ghosh | |
contributor author | D. Roy | |
date accessioned | 2017-05-08T22:41:03Z | |
date available | 2017-05-08T22:41:03Z | |
date copyright | October 2007 | |
date issued | 2007 | |
identifier other | %28asce%290733-9399%282007%29133%3A10%281124%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86342 | |
description abstract | A 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. | |
publisher | American Society of Civil Engineers | |
title | Numeric-Analytic Form of the Adomian Decomposition Method for Two-Point Boundary Value Problems in Nonlinear Mechanics | |
type | Journal Paper | |
journal volume | 133 | |
journal issue | 10 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(2007)133:10(1124) | |
tree | Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 010 | |
contenttype | Fulltext | |