A meshfree unit-cell method for effective planar analysis of cellular beams

This paper presents a novel approach for accurate and efficient planar response analysis of cellular beams, which provides the necessary input for local out-of-plane buckling analysis of web components. The proposed approach utilises the super-element concept defined for unit-cells, achieving furthe...

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主要な著者: Zainal Abidin, A. R., Izzuddin, B. A., Lancaster, F.
フォーマット: 論文
出版事項: Elsevier Ltd 2017
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オンライン・アクセス:http://eprints.utm.my/id/eprint/75953/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008958320&doi=10.1016%2fj.compstruc.2016.09.002&partnerID=40&md5=9d547de5e14286c16f831301ac17a3f8
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spelling my.utm.759532018-05-30T04:17:26Z http://eprints.utm.my/id/eprint/75953/ A meshfree unit-cell method for effective planar analysis of cellular beams Zainal Abidin, A. R. Izzuddin, B. A. Lancaster, F. TA Engineering (General). Civil engineering (General) This paper presents a novel approach for accurate and efficient planar response analysis of cellular beams, which provides the necessary input for local out-of-plane buckling analysis of web components. The proposed approach utilises the super-element concept defined for unit-cells, achieving further efficiencies through an enhanced Element-Free Galerkin (EFG) approach for establishing the planar super-element response. Several examples are presented, firstly at the level of unit-cells, where the computational benefits of the EFG method are highlighted, and finally at the overall level of cellular beams, where the superior performance of the unit-cell approach with virtually no compromise in accuracy is demonstrated. Elsevier Ltd 2017 Article PeerReviewed Zainal Abidin, A. R. and Izzuddin, B. A. and Lancaster, F. (2017) A meshfree unit-cell method for effective planar analysis of cellular beams. Computers and Structures, 182 . pp. 368-391. ISSN 0045-7949 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008958320&doi=10.1016%2fj.compstruc.2016.09.002&partnerID=40&md5=9d547de5e14286c16f831301ac17a3f8
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Zainal Abidin, A. R.
Izzuddin, B. A.
Lancaster, F.
A meshfree unit-cell method for effective planar analysis of cellular beams
description This paper presents a novel approach for accurate and efficient planar response analysis of cellular beams, which provides the necessary input for local out-of-plane buckling analysis of web components. The proposed approach utilises the super-element concept defined for unit-cells, achieving further efficiencies through an enhanced Element-Free Galerkin (EFG) approach for establishing the planar super-element response. Several examples are presented, firstly at the level of unit-cells, where the computational benefits of the EFG method are highlighted, and finally at the overall level of cellular beams, where the superior performance of the unit-cell approach with virtually no compromise in accuracy is demonstrated.
format Article
author Zainal Abidin, A. R.
Izzuddin, B. A.
Lancaster, F.
author_facet Zainal Abidin, A. R.
Izzuddin, B. A.
Lancaster, F.
author_sort Zainal Abidin, A. R.
title A meshfree unit-cell method for effective planar analysis of cellular beams
title_short A meshfree unit-cell method for effective planar analysis of cellular beams
title_full A meshfree unit-cell method for effective planar analysis of cellular beams
title_fullStr A meshfree unit-cell method for effective planar analysis of cellular beams
title_full_unstemmed A meshfree unit-cell method for effective planar analysis of cellular beams
title_sort meshfree unit-cell method for effective planar analysis of cellular beams
publisher Elsevier Ltd
publishDate 2017
url http://eprints.utm.my/id/eprint/75953/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008958320&doi=10.1016%2fj.compstruc.2016.09.002&partnerID=40&md5=9d547de5e14286c16f831301ac17a3f8
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