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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1996
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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 |
| repository_type |
Digital Repository |
| institution_category |
Local University |
| institution |
Universiti Kebangasaan Malaysia |
| 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 |
| format |
Article |
| author |
Ehsan Ahmed, Wan Hamidon Wan Badaruzzaman, Khalim Rashid, |
| spellingShingle |
Ehsan Ahmed, Wan Hamidon Wan Badaruzzaman, Khalim Rashid, A simplified elastic composite floor section analysis with incomplete interaction |
| author_facet |
Ehsan Ahmed, Wan Hamidon Wan Badaruzzaman, Khalim Rashid, |
| author_sort |
Ehsan Ahmed, |
| title |
A simplified elastic composite floor section analysis with
incomplete interaction |
| title_short |
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_sort |
simplified elastic composite floor section analysis with
incomplete interaction |
| publishDate |
1996 |
| url |
http://journalarticle.ukm.my/1326/ http://journalarticle.ukm.my/1326/ |
| first_indexed |
2023-09-18T19:33:03Z |
| last_indexed |
2023-09-18T19:33:03Z |
| _version_ |
1777405088921288704 |