Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration

A strongly coupled monolithic method was previously proposed for the computation of wind-induced fluid-structure interaction of flexible membranous structures by the authors. How to obtain the accurate solution is a key issue for the strongly coupled monolithic method. Projection methods are among t...

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Main Authors: Fangjin Sun, Donghan Zhu, Tiantian Liu, Daming Zhang
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/8890593
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spelling doaj-be42f3f1d32a44d6be813907227b5e112021-03-29T00:09:41ZengHindawi LimitedShock and Vibration1875-92032021-01-01202110.1155/2021/8890593Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced VibrationFangjin Sun0Donghan Zhu1Tiantian Liu2Daming Zhang3Guangxi Key Laboratory of Geomechanics and Geotechnical EngineeringCollege of Civil EngineeringCollege of Civil EngineeringGuangxi Key Laboratory of Embedded Technology and Intelligence SystemA strongly coupled monolithic method was previously proposed for the computation of wind-induced fluid-structure interaction of flexible membranous structures by the authors. How to obtain the accurate solution is a key issue for the strongly coupled monolithic method. Projection methods are among the commonly used methods for the coupled solution. In the work here, to impose initial pressure boundary conditions implicitly defined in the original momentum equations in classical projection methods when dealing with large-displacement of membranous structures, a modified factor is introduced in corrector step of classical projection methods and a new modified projection method is obtained. The solution procedures of the modified projection method aimed at strongly coupled monolithic equations are given, and the related equations are derived. The proposed method is applied to the computation of a two-dimensional fluid-structure interaction benchmark case and wind-induced fluid-structure interaction of a three-dimensional flexible membranous structure. The performance and efficiency of the modified projection method are evaluated. The results show that the modified projection methods are valid in the computation of wind-induced fluid-structure interaction of flexible membranous structures, with higher accuracy and efficiency compared with traditional methods. The modified value has little effects on the computation results whereas iteration times has significant effects. Computation accuracy can be improved greatly by increasing iteration times with less increase in computation time and little effects on stability with the modified projection method.http://dx.doi.org/10.1155/2021/8890593
collection DOAJ
language English
format Article
sources DOAJ
author Fangjin Sun
Donghan Zhu
Tiantian Liu
Daming Zhang
spellingShingle Fangjin Sun
Donghan Zhu
Tiantian Liu
Daming Zhang
Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration
Shock and Vibration
author_facet Fangjin Sun
Donghan Zhu
Tiantian Liu
Daming Zhang
author_sort Fangjin Sun
title Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration
title_short Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration
title_full Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration
title_fullStr Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration
title_full_unstemmed Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration
title_sort study on fluid-structure interaction of flexible membrane structures in wind-induced vibration
publisher Hindawi Limited
series Shock and Vibration
issn 1875-9203
publishDate 2021-01-01
description A strongly coupled monolithic method was previously proposed for the computation of wind-induced fluid-structure interaction of flexible membranous structures by the authors. How to obtain the accurate solution is a key issue for the strongly coupled monolithic method. Projection methods are among the commonly used methods for the coupled solution. In the work here, to impose initial pressure boundary conditions implicitly defined in the original momentum equations in classical projection methods when dealing with large-displacement of membranous structures, a modified factor is introduced in corrector step of classical projection methods and a new modified projection method is obtained. The solution procedures of the modified projection method aimed at strongly coupled monolithic equations are given, and the related equations are derived. The proposed method is applied to the computation of a two-dimensional fluid-structure interaction benchmark case and wind-induced fluid-structure interaction of a three-dimensional flexible membranous structure. The performance and efficiency of the modified projection method are evaluated. The results show that the modified projection methods are valid in the computation of wind-induced fluid-structure interaction of flexible membranous structures, with higher accuracy and efficiency compared with traditional methods. The modified value has little effects on the computation results whereas iteration times has significant effects. Computation accuracy can be improved greatly by increasing iteration times with less increase in computation time and little effects on stability with the modified projection method.
url http://dx.doi.org/10.1155/2021/8890593
work_keys_str_mv AT fangjinsun studyonfluidstructureinteractionofflexiblemembranestructuresinwindinducedvibration
AT donghanzhu studyonfluidstructureinteractionofflexiblemembranestructuresinwindinducedvibration
AT tiantianliu studyonfluidstructureinteractionofflexiblemembranestructuresinwindinducedvibration
AT damingzhang studyonfluidstructureinteractionofflexiblemembranestructuresinwindinducedvibration
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