Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions

Partial interaction between two different materials of composite beam is consequent from longitudinal slip and transverse uplift effects at interfacial surface. The behaviour has yielded higher order differential equation as compared to beam that interacts fully. In this paper, a meshless approach f...

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Main Authors: Ahmad, Dzulkarnain, Mohd. Yassin, Airil Yasreen, Kueh, Ahmad
Format: Article
Published: 2012
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Online Access:http://eprints.utm.my/id/eprint/46917/
http://dx.doi.org/10.4028/www.scientific.net/AMM.166-169.3237
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spelling my.utm.469172017-09-27T00:44:44Z http://eprints.utm.my/id/eprint/46917/ Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions Ahmad, Dzulkarnain Mohd. Yassin, Airil Yasreen Kueh, Ahmad TJ Mechanical engineering and machinery Partial interaction between two different materials of composite beam is consequent from longitudinal slip and transverse uplift effects at interfacial surface. The behaviour has yielded higher order differential equation as compared to beam that interacts fully. In this paper, a meshless approach for the analysis of composite beam with partial interaction by Element Free Galerkin (EFG) method is formulated and investigated. Discretized solely by nodes, the Moving Least Square (MLS) method is adopted for the EFG shape functions formulation and the variational approach is chosen in developing its Galerkin weak form. The weak form essential boundary conditions are enforced by Lagrange multiplier, where comparable results are obtained between developed EFG code and established analytical solutions. In addition, influence of various weight functions on shape function smoothness of EFG code is explored. 2012 Article PeerReviewed Ahmad, Dzulkarnain and Mohd. Yassin, Airil Yasreen and Kueh, Ahmad (2012) Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions. Applied Mechanics And Materials, 166-16 . pp. 3237-3240. http://dx.doi.org/10.4028/www.scientific.net/AMM.166-169.3237
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 TJ Mechanical engineering and machinery
spellingShingle TJ Mechanical engineering and machinery
Ahmad, Dzulkarnain
Mohd. Yassin, Airil Yasreen
Kueh, Ahmad
Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
description Partial interaction between two different materials of composite beam is consequent from longitudinal slip and transverse uplift effects at interfacial surface. The behaviour has yielded higher order differential equation as compared to beam that interacts fully. In this paper, a meshless approach for the analysis of composite beam with partial interaction by Element Free Galerkin (EFG) method is formulated and investigated. Discretized solely by nodes, the Moving Least Square (MLS) method is adopted for the EFG shape functions formulation and the variational approach is chosen in developing its Galerkin weak form. The weak form essential boundary conditions are enforced by Lagrange multiplier, where comparable results are obtained between developed EFG code and established analytical solutions. In addition, influence of various weight functions on shape function smoothness of EFG code is explored.
format Article
author Ahmad, Dzulkarnain
Mohd. Yassin, Airil Yasreen
Kueh, Ahmad
author_facet Ahmad, Dzulkarnain
Mohd. Yassin, Airil Yasreen
Kueh, Ahmad
author_sort Ahmad, Dzulkarnain
title Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
title_short Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
title_full Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
title_fullStr Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
title_full_unstemmed Element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
title_sort element free galerkin formulation of composite beams with longitudinal and transverse partial interactions
publishDate 2012
url http://eprints.utm.my/id/eprint/46917/
http://dx.doi.org/10.4028/www.scientific.net/AMM.166-169.3237
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score 13.160551