Investigation of submerged structures' flexibility on sloshing frequency using a boundary element method and finite element analysis

被引:80
作者
Ghalandari, Mohammad [1 ]
Bornassi, Saeed [1 ]
Shamshirband, Shahabbodin [2 ,3 ]
Mosavi, Amir [4 ,5 ]
Chau, Kwok Wing [6 ]
机构
[1] Sharif Univ Technol, Dept Aerosp Engn, Tehran, Iran
[2] Ton Duc Thang Univ, Dept Management Sci & Technol Dev, Ho Chi Minh City, Vietnam
[3] Ton Duc Thang Univ, Fac Informat Technol, Ho Chi Minh City, Vietnam
[4] Obuda Univ, Kando Kalman Fac Elect Engn, Inst Automat, Budapest, Hungary
[5] Oxford Brookes Univ, Sch Built Environm, Oxford, England
[6] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Hong Kong, Peoples R China
关键词
fluid-structure interaction; boundary element method (BEM); reduced order modeling; submerged elastic structure; finite element method (FEM); FLUID-STRUCTURE INTERACTION; NUMERICAL-SIMULATION; DYNAMIC-RESPONSE; CYLINDRICAL TANK; RESONANT FREQUENCIES; RECTANGULAR TANKS; STORAGE TANK; LIQUID; CONTAINER; WATER;
D O I
10.1080/19942060.2019.1619197
中图分类号
T [工业技术];
学科分类号
120111 [工业工程];
摘要
In this study, the boundary element method-finite element method (BEM-FEM) model is employed to investigate the sloshing and flexibility terms of elastic submerged structures on the behavior of a coupled domain. The methods are finite element and boundary elements which are utilized for structural dynamic and sloshing modeling, respectively. The applied models are used to assess dynamic parameters of a fluid-structure system. Based on the proposed model, a code is developed which can be applied to an arbitrary two- and three- dimensional tank with an arbitrarily shaped elastic submerged structure. Results are validated based on the existing methods represented in the literature and it is concluded that the absolute relative deviation is lower than 2%. Finally, the interactive influences of submerged components which are more meaningful are investigated.
引用
收藏
页码:519 / 528
页数:10
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