Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels

Profiled Steel Sheeting Dry Board (PSSDB) floor panel is a composite of dry board and profiled steel sheeting screwed together by means of self-tapping, self-drilling shear connectors. The system has been successfully implemented in many Malaysian construction projects. Recently, the PSSDB system ha...

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Main Authors:	Norhaiza, Nordin, Wan Hamidon, Wan Badaruzzaman, Nasly, Mohamed Ali, Wan Mansor, Wan Muhamad, Khairunisa, Muthusamy
Format:	Article
Language:	English
Published:	Penerbit UMP 2011
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/14472/ http://umpir.ump.edu.my/id/eprint/14472/ http://umpir.ump.edu.my/id/eprint/14472/1/Bending%20Behavior%20of%20Semi-Continuous%20Prefabricated%20Profiled%20Steel.pdf

id	oai:umpir.ump.edu.my:14472
recordtype	eprints
spelling	oai:umpir.ump.edu.my:144722018-02-07T06:46:24Z http://umpir.ump.edu.my/id/eprint/14472/ Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels Norhaiza, Nordin Wan Hamidon, Wan Badaruzzaman Nasly, Mohamed Ali Wan Mansor, Wan Muhamad Khairunisa, Muthusamy TA Engineering (General). Civil engineering (General) Profiled Steel Sheeting Dry Board (PSSDB) floor panel is a composite of dry board and profiled steel sheeting screwed together by means of self-tapping, self-drilling shear connectors. The system has been successfully implemented in many Malaysian construction projects. Recently, the PSSDB system has been expanded to be an easy to assemble prefabricated floor for rural school cabin construction. An innovative prefabricated panel consists of three PSSDB parts which are then screwed together on site to form a semicontinuous panel has been proposed. This paper describes the three distinct parts of the panel, their assembly and the experiment to study the bending behavior of the panel. The semi-continuous panel performance was also compared to that of a continuous panel. All together, six 3.0 m span samples were tested under a uniformly distributed load until failure. The semi-continuous panels showed a two-phase behavior whilst the continuous panels showed a threephase behavior under loading which were related to the time of cracking of the dry board and the buckling of the profiled steel sheeting. The mid span deflections were recorded and used to determine the stiffness of the panels. Results showed that the stiffness of the semi-continuous panels were half of that of the continuous panels. It can be concluded that the discontinued spanning of the profiled steel sheeting has severely reduced the overall semicontinuous panel stiffness. The 25 screws used in the 0.6 m middle connecting panel had shown to be quite insufficient to hold the whole semi continuous panel together. Therefore, the addition of screws with closer spacing is recommended to increase the panel stiffness. Penerbit UMP 2011 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/14472/1/Bending%20Behavior%20of%20Semi-Continuous%20Prefabricated%20Profiled%20Steel.pdf Norhaiza, Nordin and Wan Hamidon, Wan Badaruzzaman and Nasly, Mohamed Ali and Wan Mansor, Wan Muhamad and Khairunisa, Muthusamy (2011) Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels. International Journal of Civil Engineering and Geo-Environmental, 2. pp. 1-5. ISSN 2180-2742 http://ijceg.ump.edu.my/images/ARTICLES/Vol.2/A1.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Norhaiza, Nordin Wan Hamidon, Wan Badaruzzaman Nasly, Mohamed Ali Wan Mansor, Wan Muhamad Khairunisa, Muthusamy Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels
description	Profiled Steel Sheeting Dry Board (PSSDB) floor panel is a composite of dry board and profiled steel sheeting screwed together by means of self-tapping, self-drilling shear connectors. The system has been successfully implemented in many Malaysian construction projects. Recently, the PSSDB system has been expanded to be an easy to assemble prefabricated floor for rural school cabin construction. An innovative prefabricated panel consists of three PSSDB parts which are then screwed together on site to form a semicontinuous panel has been proposed. This paper describes the three distinct parts of the panel, their assembly and the experiment to study the bending behavior of the panel. The semi-continuous panel performance was also compared to that of a continuous panel. All together, six 3.0 m span samples were tested under a uniformly distributed load until failure. The semi-continuous panels showed a two-phase behavior whilst the continuous panels showed a threephase behavior under loading which were related to the time of cracking of the dry board and the buckling of the profiled steel sheeting. The mid span deflections were recorded and used to determine the stiffness of the panels. Results showed that the stiffness of the semi-continuous panels were half of that of the continuous panels. It can be concluded that the discontinued spanning of the profiled steel sheeting has severely reduced the overall semicontinuous panel stiffness. The 25 screws used in the 0.6 m middle connecting panel had shown to be quite insufficient to hold the whole semi continuous panel together. Therefore, the addition of screws with closer spacing is recommended to increase the panel stiffness.
format	Article
author	Norhaiza, Nordin Wan Hamidon, Wan Badaruzzaman Nasly, Mohamed Ali Wan Mansor, Wan Muhamad Khairunisa, Muthusamy
author_facet	Norhaiza, Nordin Wan Hamidon, Wan Badaruzzaman Nasly, Mohamed Ali Wan Mansor, Wan Muhamad Khairunisa, Muthusamy
author_sort	Norhaiza, Nordin
title	Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels
title_short	Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels
title_full	Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels
title_fullStr	Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels
title_full_unstemmed	Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels
title_sort	bending behavior of semi-continuous prefabricated profiled steel sheeting (pssdb) floor panels
publisher	Penerbit UMP
publishDate	2011
url	http://umpir.ump.edu.my/id/eprint/14472/ http://umpir.ump.edu.my/id/eprint/14472/ http://umpir.ump.edu.my/id/eprint/14472/1/Bending%20Behavior%20of%20Semi-Continuous%20Prefabricated%20Profiled%20Steel.pdf
first_indexed	2018-09-07T01:55:04Z
last_indexed	2018-09-07T01:55:04Z
_version_	1610911899526889472

Bending Behavior of Semi-Continuous Prefabricated Profiled Steel Sheeting (PSSDB) Floor Panels

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