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Article: Hybrid-trefftz six-node triangular finite element models for helmholtz problem
Title | Hybrid-trefftz six-node triangular finite element models for helmholtz problem | ||||
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Authors | |||||
Keywords | Displacement-frame Finite element Helmholtz Hybrid-trefftz Triangular | ||||
Issue Date | 2010 | ||||
Publisher | Springer Verlag. The Journal's web site is located at http://link.springer.de/link/service/journals/00466/index.htm | ||||
Citation | Computational Mechanics, 2010, v. 46 n. 3, p. 455-470 How to Cite? | ||||
Abstract | In this paper, six-node hybrid-Trefftz triangular finite element models which can readily be incorporated into the standard finite element program framework in the form of additional element subroutines are devised via a hybrid variational principle for Helmholtz problem. In these elements, domain and boundary variables are independently assumed. The former is truncated from the Trefftz solution sets and the latter is obtained by the standard polynomial-based nodal interpolation. The equality of the two variables are enforced along the element boundary. Both the plane-wave solutions and Bessel solutions are employed to construct the domain variable. For full rankness of the element matrix, a minimal of six domain modes are required. By using local coordinates and directions, rank sufficient and invariant elements with six plane-wave modes, six Bessel solution modes and seven Bessel solution modes are devised. Numerical studies indicate that the hybrid-Trefftz elements are typically 50% less erroneous than their continuous Galerkin element counterpart. | ||||
Persistent Identifier | http://hdl.handle.net/10722/124021 | ||||
ISSN | 2023 Impact Factor: 3.7 2023 SCImago Journal Rankings: 1.265 | ||||
ISI Accession Number ID |
Funding Information: The present work is supported by the Hong Kong Research Grant Council GRF Grant HKU 7167 08E. The authors are grateful to Professor Clark Kimberling for pointing out that the points C in Figure 3(d) and 3(e) are commonly known as Fermat points (also known as Torricelli points and the 1st isogonic centers) of the triangles formed by the corner and side nodes, respectively [42]. | ||||
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Sze, KY | en_HK |
dc.contributor.author | Liu, GH | en_HK |
dc.date.accessioned | 2010-10-19T04:33:49Z | - |
dc.date.available | 2010-10-19T04:33:49Z | - |
dc.date.issued | 2010 | en_HK |
dc.identifier.citation | Computational Mechanics, 2010, v. 46 n. 3, p. 455-470 | en_HK |
dc.identifier.issn | 0178-7675 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/124021 | - |
dc.description.abstract | In this paper, six-node hybrid-Trefftz triangular finite element models which can readily be incorporated into the standard finite element program framework in the form of additional element subroutines are devised via a hybrid variational principle for Helmholtz problem. In these elements, domain and boundary variables are independently assumed. The former is truncated from the Trefftz solution sets and the latter is obtained by the standard polynomial-based nodal interpolation. The equality of the two variables are enforced along the element boundary. Both the plane-wave solutions and Bessel solutions are employed to construct the domain variable. For full rankness of the element matrix, a minimal of six domain modes are required. By using local coordinates and directions, rank sufficient and invariant elements with six plane-wave modes, six Bessel solution modes and seven Bessel solution modes are devised. Numerical studies indicate that the hybrid-Trefftz elements are typically 50% less erroneous than their continuous Galerkin element counterpart. | en_HK |
dc.language | eng | en_HK |
dc.publisher | Springer Verlag. The Journal's web site is located at http://link.springer.de/link/service/journals/00466/index.htm | en_HK |
dc.relation.ispartof | Computational Mechanics | en_HK |
dc.rights | This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. | en_HK |
dc.subject | Displacement-frame | en_HK |
dc.subject | Finite element | en_HK |
dc.subject | Helmholtz | en_HK |
dc.subject | Hybrid-trefftz | en_HK |
dc.subject | Triangular | en_HK |
dc.title | Hybrid-trefftz six-node triangular finite element models for helmholtz problem | en_HK |
dc.type | Article | en_HK |
dc.identifier.email | Sze, KY:szeky@graduate.hku.hk | en_HK |
dc.identifier.authority | Sze, KY=rp00171 | en_HK |
dc.description.nature | published_or_final_version | - |
dc.identifier.doi | 10.1007/s00466-010-0494-0 | en_HK |
dc.identifier.scopus | eid_2-s2.0-77954959524 | en_HK |
dc.identifier.hkuros | 191225 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-77954959524&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 46 | en_HK |
dc.identifier.issue | 3 | en_HK |
dc.identifier.spage | 455 | en_HK |
dc.identifier.epage | 470 | en_HK |
dc.identifier.eissn | 1432-0924 | en_HK |
dc.identifier.isi | WOS:000277937300007 | - |
dc.publisher.place | Germany | en_HK |
dc.description.other | Springer Open Choice, 01 Dec 2010 | - |
dc.identifier.scopusauthorid | Sze, KY=7006735060 | en_HK |
dc.identifier.scopusauthorid | Liu, GH=35320145100 | en_HK |
dc.identifier.citeulike | 7017474 | - |
dc.identifier.issnl | 0178-7675 | - |