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contributor authorJason I. Gobat
contributor authorMark A. Grosenbaugh
contributor authorMichael S. Triantafyllou
date accessioned2017-05-08T22:39:50Z
date available2017-05-08T22:39:50Z
date copyrightJune 2002
date issued2002
identifier other%28asce%290733-9399%282002%29128%3A6%28677%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85574
description abstractIn this paper, we study numerically the two- and three-dimensional nonlinear dynamic response of a chain hanging under its own weight. Previous authors have employed the box method, a finite-difference scheme popular in cable dynamics problems, for this purpose. The box method has significant stability problems, however, and thus is not well suited to this highly nonlinear problem. We illustrate these stability problems and propose a new time integration procedure based on the generalized-α method. The new method exhibits superior stability properties compared to the box method and other algorithms such as backward differences and trapezoidal rule. Of four time integration methods tested, the generalized-α algorithm was the only method that produced a stable solution for the three-dimensional whirling motions of a hanging chain driven by harmonic linear horizontal motion at the top.
publisherAmerican Society of Civil Engineers
titleGeneralized-α Time Integration Solutions for Hanging Chain Dynamics
typeJournal Paper
journal volume128
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2002)128:6(677)
treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 006
contenttypeFulltext


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