Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/73041
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dc.titleA meshfree weak-strong form method
dc.contributor.authorLiu, G.R.
dc.contributor.authorGu, Y.T.
dc.date.accessioned2014-06-19T05:30:29Z
dc.date.available2014-06-19T05:30:29Z
dc.date.issued2003
dc.identifier.citationLiu, G.R.,Gu, Y.T. (2003). A meshfree weak-strong form method. International Series on Advances in Boundary Elements 18 : 339-348. ScholarBank@NUS Repository.
dc.identifier.issn14601419
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/73041
dc.description.abstractA novel meshfree weak-strong (MWS) form method is proposed based on a combined formulation of both the local weak form and the strong form. In the MWS method, the problem domain and its boundary is represented by a set of distributed nodes. The strong form or the collocation method is used for all internal nodes and the nodes on the essential boundaries. The local weak form (Petrov-Galerkin weak form) is used for nodes on or near the natural boundaries. The natural boundary conditions can then be easily imposed to produce stable and accurate solutions. The MWS method has advantages of both meshfree methods based on strong forms and weak forms. In the entire problem, only local integration "meshes" for nodes on or near the natural boundary are required.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentMECHANICAL ENGINEERING
dc.description.sourcetitleInternational Series on Advances in Boundary Elements
dc.description.volume18
dc.description.page339-348
dc.identifier.isiutNOT_IN_WOS
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