A simplified elastic composite floor section analysis with incomplete interaction

This paper presents a simplified partial interaction elastic analysis of composite floor panels. A theoretical analysis is carried out on repeating section composing of two elastic beam elements connected longitudinally by linearly elastic connection. The analysis is based on the assumption that...

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Main Authors: Ehsan Ahmed, Wan Hamidon Wan Badaruzzaman, Khalim Rashid
Format: Article
Published: 1996
Online Access:http://journalarticle.ukm.my/1326/
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author Ehsan Ahmed,
Wan Hamidon Wan Badaruzzaman,
Khalim Rashid,
author_facet Ehsan Ahmed,
Wan Hamidon Wan Badaruzzaman,
Khalim Rashid,
author_sort Ehsan Ahmed,
building UKM Institutional Repository
collection Online Access
description This paper presents a simplified partial interaction elastic analysis of composite floor panels. A theoretical analysis is carried out on repeating section composing of two elastic beam elements connected longitudinally by linearly elastic connection. The analysis is based on the assumption that a continuous imperfect connection exists between the two separate elements. By applying method of elastic equivalence, expressions for stiffness along the major axis of such composite section is developed. Results obtained from the authors' full scale experimental studies involving profiled steel sheet/dryboard composite floor panels are compared with results obtained from the simplified expressions, and with theoretical results obtained by other researchers. It is concluded that these expressions are able to predict with reasonable accuracy the behaviour of composite floor panels
first_indexed 2025-11-14T23:15:34Z
format Article
id ukm-1326
institution Universiti Kebangasaan Malaysia
institution_category Local University
last_indexed 2025-11-14T23:15:34Z
publishDate 1996
recordtype eprints
repository_type Digital Repository
spelling ukm-13262011-10-11T03:45:30Z http://journalarticle.ukm.my/1326/ A simplified elastic composite floor section analysis with incomplete interaction Ehsan Ahmed, Wan Hamidon Wan Badaruzzaman, Khalim Rashid, This paper presents a simplified partial interaction elastic analysis of composite floor panels. A theoretical analysis is carried out on repeating section composing of two elastic beam elements connected longitudinally by linearly elastic connection. The analysis is based on the assumption that a continuous imperfect connection exists between the two separate elements. By applying method of elastic equivalence, expressions for stiffness along the major axis of such composite section is developed. Results obtained from the authors' full scale experimental studies involving profiled steel sheet/dryboard composite floor panels are compared with results obtained from the simplified expressions, and with theoretical results obtained by other researchers. It is concluded that these expressions are able to predict with reasonable accuracy the behaviour of composite floor panels 1996 Article PeerReviewed Ehsan Ahmed, and Wan Hamidon Wan Badaruzzaman, and Khalim Rashid, (1996) A simplified elastic composite floor section analysis with incomplete interaction. Jurnal Kejuruteraan, 8 . http://www.ukm.my/jkukm/index.php/jkukm
spellingShingle Ehsan Ahmed,
Wan Hamidon Wan Badaruzzaman,
Khalim Rashid,
A simplified elastic composite floor section analysis with incomplete interaction
title A simplified elastic composite floor section analysis with incomplete interaction
title_full A simplified elastic composite floor section analysis with incomplete interaction
title_fullStr A simplified elastic composite floor section analysis with incomplete interaction
title_full_unstemmed A simplified elastic composite floor section analysis with incomplete interaction
title_short A simplified elastic composite floor section analysis with incomplete interaction
title_sort simplified elastic composite floor section analysis with incomplete interaction
url http://journalarticle.ukm.my/1326/
http://journalarticle.ukm.my/1326/