The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System
Finite element modelling and experimental study of the structural behaviour involving the stiffness and strength of an innovative composite panel system known as the Profiled Steel Sheet Dry Board (PSSDB) system, to be applied as roofing units in buildings, is investigated in this paper. The system...
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| Format: | Article |
| Language: | English |
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Penerbit Universiti Sains Malaysia
2009-11-01
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| Series: | Journal of Construction in Developing Countries |
| Subjects: | |
| Online Access: | http://www.usm.my/jcdc/input/JCDC%20Vol%2014(2)/18236499_14.2.2009_21-35.pdf |
| _version_ | 1811324205563641856 |
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| author | Hanizam Awang Hamidon Wan Badaruzzaman |
| author_facet | Hanizam Awang Hamidon Wan Badaruzzaman |
| author_sort | Hanizam Awang |
| collection | DOAJ |
| description | Finite element modelling and experimental study of the structural behaviour involving the stiffness and strength of an innovative composite panel system known as the Profiled Steel Sheet Dry Board (PSSDB) system, to be applied as roofing units in buildings, is investigated in this paper. The system consists of profiled steel sheeting connected to dry board by self-drilling and self-tapping screws. This study considered the behaviour of the PSSDB panel under an out-of plane uniform load to understand the behaviour of the PSSDB panel when it is positioned in a ‘reversed’ position in order to make it more practical and applicable. In addition, the effect of introducing side timber strips along the edge side of the panel system is also studied. It is found that the timber strips increased the stiffness value from 57.6 kNm2 m–1 to 78.2 kNm2 m–1, i.e., an increase of 35.8% compared to panels without timber jointing strips. In fact, the maximum load that can be sustained by the connected panels was increased from 3.47 kN m–1 to 6 kN m–1. The finite element model developed has shown accuracy within 5% to 11% compared to experimental results in predicting the deflection of the PSSDB panel. |
| first_indexed | 2024-04-13T14:10:09Z |
| format | Article |
| id | doaj.art-b3e018155e354a7192f673dd62cce045 |
| institution | Directory Open Access Journal |
| issn | 1823-6499 1985-8329 |
| language | English |
| last_indexed | 2024-04-13T14:10:09Z |
| publishDate | 2009-11-01 |
| publisher | Penerbit Universiti Sains Malaysia |
| record_format | Article |
| series | Journal of Construction in Developing Countries |
| spelling | doaj.art-b3e018155e354a7192f673dd62cce0452022-12-22T02:43:48ZengPenerbit Universiti Sains MalaysiaJournal of Construction in Developing Countries1823-64991985-83292009-11-011422135The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing SystemHanizam AwangHamidon Wan BadaruzzamanFinite element modelling and experimental study of the structural behaviour involving the stiffness and strength of an innovative composite panel system known as the Profiled Steel Sheet Dry Board (PSSDB) system, to be applied as roofing units in buildings, is investigated in this paper. The system consists of profiled steel sheeting connected to dry board by self-drilling and self-tapping screws. This study considered the behaviour of the PSSDB panel under an out-of plane uniform load to understand the behaviour of the PSSDB panel when it is positioned in a ‘reversed’ position in order to make it more practical and applicable. In addition, the effect of introducing side timber strips along the edge side of the panel system is also studied. It is found that the timber strips increased the stiffness value from 57.6 kNm2 m–1 to 78.2 kNm2 m–1, i.e., an increase of 35.8% compared to panels without timber jointing strips. In fact, the maximum load that can be sustained by the connected panels was increased from 3.47 kN m–1 to 6 kN m–1. The finite element model developed has shown accuracy within 5% to 11% compared to experimental results in predicting the deflection of the PSSDB panel.http://www.usm.my/jcdc/input/JCDC%20Vol%2014(2)/18236499_14.2.2009_21-35.pdfFinite element modellingProfiled steel sheetDry boardTimber stripsOut-of plane bending |
| spellingShingle | Hanizam Awang Hamidon Wan Badaruzzaman The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System Journal of Construction in Developing Countries Finite element modelling Profiled steel sheet Dry board Timber strips Out-of plane bending |
| title | The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System |
| title_full | The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System |
| title_fullStr | The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System |
| title_full_unstemmed | The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System |
| title_short | The Bending Behaviour of a ‘Reversed’ Profiled Steel Sheet Dry Board (PSSDB) Panel for Application in a Roofing System |
| title_sort | bending behaviour of a reversed profiled steel sheet dry board pssdb panel for application in a roofing system |
| topic | Finite element modelling Profiled steel sheet Dry board Timber strips Out-of plane bending |
| url | http://www.usm.my/jcdc/input/JCDC%20Vol%2014(2)/18236499_14.2.2009_21-35.pdf |
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