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contributor authorG. Y. Yu
contributor authorS. T. Lie
contributor authorS. C. Fan
date accessioned2017-05-08T22:39:54Z
date available2017-05-08T22:39:54Z
date copyrightSeptember 2002
date issued2002
identifier other%28asce%290733-9399%282002%29128%3A9%28909%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85610
description abstractThe stability problem has prevented the application of the boundary element method/finite element method (BEM/FEM) coupling procedure in dynamic fluid–structure interaction problems for the last 2 decades. It has been proved that the linear θ method can make a significant stability improvement for the time domain BEM scheme. With the use of the linear θ method, the BEM/FEM coupling procedure is applied to two-dimensional time domain fluid–structure interaction problems. The fluid domain is acoustic and modeled by taking advantage of the BEM scheme that is suitable to either finite or infinite domains. An internal source has been considered in BEM formulations, and no artificial boundary needs to be introduced for the infinite domain. The structure is modeled by finite elements that can be either linear or nonlinear. Two classical examples are given to show the validity of the coupling procedure in fluid–structure interaction problems and the significant stability improvement given by the linear θ method to the BEM/FEM coupling procedure.
publisherAmerican Society of Civil Engineers
titleStable Boundary Element Method/Finite Element Method Procedure for Dynamic Fluid–Structure Interactions
typeJournal Paper
journal volume128
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2002)128:9(909)
treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 009
contenttypeFulltext


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