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  1. National Taiwan Ocean University Research Hub
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請用此 Handle URI 來引用此文件: http://scholars.ntou.edu.tw/handle/123456789/1265
DC 欄位值語言
dc.contributor.authorTing Zhangen_US
dc.contributor.authorYu-Fei Renen_US
dc.contributor.authorChia-Ming Fanen_US
dc.contributor.authorPo-Wei Lien_US
dc.date.accessioned2020-11-16T09:46:55Z-
dc.date.available2020-11-16T09:46:55Z-
dc.date.issued2016-02-
dc.identifier.issn0955-7997-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/1265-
dc.description.abstractIn this paper, a meshless numerical scheme, based on the generalized finite difference method (GFDM), is proposed to efficiently and accurately simulate the sloshing phenomenon in a two-dimensional numerical wave tank. When a numerical wave tank is excited horizontally or vertically, the disturbance on the free surface and the flow field in the tank is called sloshing. Based on the theorem of ideal fluid, the mathematical description of the sloshing problem is a time-dependent boundary value problem, governed by a second-order partial differential equation and two non-linear free-surface boundary conditions. In this paper, the GFDM and the explicit Euler method are adopted, respectively, for spatial and temporal discretizations of this moving-boundary problem. After the discretization by the explicit Euler method, the elevation of free surface is updated and a boundary value problem is yielded at every time step. Since the GFDM, a newly-developed domain-type meshless method, can truly get rid of time-consuming meshing generation and numerical quadrature, we adopted the GFDM to efficiently analyze this boundary value problem at every time step. To use the moving-least squares method of the GFDM can express the derivatives as linear combinations of nearby function values, such that the numerical procedures of the GFDM are very simple and efficient. We provided four numerical examples to verify the simplicity and the accuracy of the proposed meshless scheme. In addition, some factors of the proposed numerical scheme are systematically investigated via a series of numerical experiments.en_US
dc.language.isoenen_US
dc.relation.ispartofEngineering Analysis with Boundary Elementsen_US
dc.subjectSloshingen_US
dc.subjectGeneralized finite difference methoden_US
dc.subjectMeshless methoden_US
dc.subjectExplicit Euler methoden_US
dc.subjectNumerical wave tanken_US
dc.titleSimulation of two-dimensional sloshing phenomenon by generalized finite difference methoden_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/j.enganabound.2015.11.008-
dc.identifier.isiWOS:000369202100008-
dc.relation.journalvolume63en_US
dc.relation.pages82-91en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.fulltextno fulltext-
item.grantfulltextnone-
item.openairetypejournal article-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptCenter of Excellence for Ocean Engineering-
crisitem.author.deptBasic Research-
crisitem.author.orcid0000-0001-6858-1540-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCenter of Excellence for Ocean Engineering-
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