European yield model exponential decay constact modification for glulam after fire exposure
Many real-scale fire tests have been performed on timber connections to analyze the mechanical behavior of timber connections in previous years. However, little research focused on the bending performance of glued laminated (glulam) timber beam bolted connections after fire exposure. In this paper,...
| Main Authors: | , , , , , , , |
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| Format: | Article |
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Multidisciplinary Digital Publishing Institute
2022
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| Online Access: | http://psasir.upm.edu.my/id/eprint/101313/ |
| _version_ | 1848863535550955520 |
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| author | Shakimon, Mohd Nizam Hassan, Rohana Abd Malek, Nor Jihan Zainal, Azman Awaludin, Ali Abdul Hamid, Nor Hayati Lum, Wei Chen Salit, Mohd Sapuan |
| author_facet | Shakimon, Mohd Nizam Hassan, Rohana Abd Malek, Nor Jihan Zainal, Azman Awaludin, Ali Abdul Hamid, Nor Hayati Lum, Wei Chen Salit, Mohd Sapuan |
| author_sort | Shakimon, Mohd Nizam |
| building | UPM Institutional Repository |
| collection | Online Access |
| description | Many real-scale fire tests have been performed on timber connections to analyze the mechanical behavior of timber connections in previous years. However, little research focused on the bending performance of glued laminated (glulam) timber beam bolted connections after fire exposure. In this paper, the three-dimensional numerical model of the glulam timber beam bolted connections was developed and validated by experimental results. The model can simulate temperature evolution in the connections and their mechanical behavior. In the real-scale test, three (3) samples were prepared for a four-point bending test at normal temperature, while another three (3) samples were tested after exposure to a 30-min standard fire and cooled down to normal temperature. The results show the reduction of the load-carrying capacity before and after exposure to the standard fire by 23.9 kN (71.8%), 8.3 kN (26.1%), and 20.2 kN (47.6%) for bolt diameters of 12 mm, 16 mm, and 20 mm, respectively. The numerical model aims to conduct a parametric study and propose the modification of the exponential decay constant, k, for tropical glulam timber to predict the load-carrying capacity of the glulam timber beam bolted connections after exposure to standard fire. |
| first_indexed | 2025-11-15T13:34:28Z |
| format | Article |
| id | upm-101313 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-15T13:34:28Z |
| publishDate | 2022 |
| publisher | Multidisciplinary Digital Publishing Institute |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-1013132023-06-17T23:10:08Z http://psasir.upm.edu.my/id/eprint/101313/ European yield model exponential decay constact modification for glulam after fire exposure Shakimon, Mohd Nizam Hassan, Rohana Abd Malek, Nor Jihan Zainal, Azman Awaludin, Ali Abdul Hamid, Nor Hayati Lum, Wei Chen Salit, Mohd Sapuan Many real-scale fire tests have been performed on timber connections to analyze the mechanical behavior of timber connections in previous years. However, little research focused on the bending performance of glued laminated (glulam) timber beam bolted connections after fire exposure. In this paper, the three-dimensional numerical model of the glulam timber beam bolted connections was developed and validated by experimental results. The model can simulate temperature evolution in the connections and their mechanical behavior. In the real-scale test, three (3) samples were prepared for a four-point bending test at normal temperature, while another three (3) samples were tested after exposure to a 30-min standard fire and cooled down to normal temperature. The results show the reduction of the load-carrying capacity before and after exposure to the standard fire by 23.9 kN (71.8%), 8.3 kN (26.1%), and 20.2 kN (47.6%) for bolt diameters of 12 mm, 16 mm, and 20 mm, respectively. The numerical model aims to conduct a parametric study and propose the modification of the exponential decay constant, k, for tropical glulam timber to predict the load-carrying capacity of the glulam timber beam bolted connections after exposure to standard fire. Multidisciplinary Digital Publishing Institute 2022-11-08 Article PeerReviewed Shakimon, Mohd Nizam and Hassan, Rohana and Abd Malek, Nor Jihan and Zainal, Azman and Awaludin, Ali and Abdul Hamid, Nor Hayati and Lum, Wei Chen and Salit, Mohd Sapuan (2022) European yield model exponential decay constact modification for glulam after fire exposure. Forests, 13 (12). art. no. 2012. pp. 1-17. ISSN 1999-4907 https://www.mdpi.com/1999-4907/13/12/2012 10.3390/f13122012 |
| spellingShingle | Shakimon, Mohd Nizam Hassan, Rohana Abd Malek, Nor Jihan Zainal, Azman Awaludin, Ali Abdul Hamid, Nor Hayati Lum, Wei Chen Salit, Mohd Sapuan European yield model exponential decay constact modification for glulam after fire exposure |
| title | European yield model exponential decay constact modification for glulam after fire exposure |
| title_full | European yield model exponential decay constact modification for glulam after fire exposure |
| title_fullStr | European yield model exponential decay constact modification for glulam after fire exposure |
| title_full_unstemmed | European yield model exponential decay constact modification for glulam after fire exposure |
| title_short | European yield model exponential decay constact modification for glulam after fire exposure |
| title_sort | european yield model exponential decay constact modification for glulam after fire exposure |
| url | http://psasir.upm.edu.my/id/eprint/101313/ http://psasir.upm.edu.my/id/eprint/101313/ http://psasir.upm.edu.my/id/eprint/101313/ |