Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]

The aim of this project is generate connection data that can employed in the design of connections for Malaysian timber species particularly for glulam products. This investigation focuses on evaluating dowel-bearing strength for timber based products. Thus far, limited studies on dowel-bearing stre...

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Main Authors: Abd Malek, Nor Jihan, Hassan, Rohana, Raja Hussin, Tengku Anita, Ng, Dick Tern, Adam, Constantine
Format: Article
Language:English
Published: Faculty of Mechanical Engineering (FKM) and UiTMPress 2016
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/16142/
http://ir.uitm.edu.my/id/eprint/16142/1/AJ_NOR%20JIHAN%20ABD%20MALEK%20JME%2016.pdf
id uitm-16142
recordtype eprints
spelling uitm-161422017-02-21T02:29:03Z http://ir.uitm.edu.my/id/eprint/16142/ Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.] Abd Malek, Nor Jihan Hassan, Rohana Raja Hussin, Tengku Anita Ng, Dick Tern Adam, Constantine Materials of engineering and construction The aim of this project is generate connection data that can employed in the design of connections for Malaysian timber species particularly for glulam products. This investigation focuses on evaluating dowel-bearing strength for timber based products. Thus far, limited studies on dowel-bearing strength were published and reported. Mengkulang, (Heritiera spp), was used to evaluate the dowel-bearing strength properties, Two bolt diameters 16 and 20mm consecutively were selected in this study. The project comprised experimental work that was based ASTMD5 764, using half-hole testing setup. The dowel-bearing strength, Fₑ for 16mm and 20mm diameter were determined from 5% diameter offset yield load method. Through the experimental work and analysis, the percentage difference between 16mm and 20mm was found 15% increased from 16.24N/mm² to 19.2 IN/mm², respectively. The dowel-bearing strength increased when the dowel diameter increased. The comparison between dowel-bearing strength of 5% diameter offset load, Fₑ and maximum load, Fh of glulam without glue line has successfully analysed. The Fe and Fh was found 16.24 N/mm² and 18.50N/ mm² for the 16 mm diameter while was 19.2 IN/ mm² and 22.69 N/ mm² for the 20mm diameter respectively. Faculty of Mechanical Engineering (FKM) and UiTMPress 2016 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/16142/1/AJ_NOR%20JIHAN%20ABD%20MALEK%20JME%2016.pdf Abd Malek, Nor Jihan and Hassan, Rohana and Raja Hussin, Tengku Anita and Ng, Dick Tern and Adam, Constantine (2016) Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]. Journal of Mechanical Engineering, 13 (1). pp. 46-56. ISSN 1823-5514
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
topic Materials of engineering and construction
spellingShingle Materials of engineering and construction
Abd Malek, Nor Jihan
Hassan, Rohana
Raja Hussin, Tengku Anita
Ng, Dick Tern
Adam, Constantine
Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]
description The aim of this project is generate connection data that can employed in the design of connections for Malaysian timber species particularly for glulam products. This investigation focuses on evaluating dowel-bearing strength for timber based products. Thus far, limited studies on dowel-bearing strength were published and reported. Mengkulang, (Heritiera spp), was used to evaluate the dowel-bearing strength properties, Two bolt diameters 16 and 20mm consecutively were selected in this study. The project comprised experimental work that was based ASTMD5 764, using half-hole testing setup. The dowel-bearing strength, Fₑ for 16mm and 20mm diameter were determined from 5% diameter offset yield load method. Through the experimental work and analysis, the percentage difference between 16mm and 20mm was found 15% increased from 16.24N/mm² to 19.2 IN/mm², respectively. The dowel-bearing strength increased when the dowel diameter increased. The comparison between dowel-bearing strength of 5% diameter offset load, Fₑ and maximum load, Fh of glulam without glue line has successfully analysed. The Fe and Fh was found 16.24 N/mm² and 18.50N/ mm² for the 16 mm diameter while was 19.2 IN/ mm² and 22.69 N/ mm² for the 20mm diameter respectively.
format Article
author Abd Malek, Nor Jihan
Hassan, Rohana
Raja Hussin, Tengku Anita
Ng, Dick Tern
Adam, Constantine
author_facet Abd Malek, Nor Jihan
Hassan, Rohana
Raja Hussin, Tengku Anita
Ng, Dick Tern
Adam, Constantine
author_sort Abd Malek, Nor Jihan
title Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]
title_short Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]
title_full Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]
title_fullStr Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]
title_full_unstemmed Perpendicular dowel-bearing strength properties without glue line for Mengkulang species / Nor Jihan Abd Malek … [et al.]
title_sort perpendicular dowel-bearing strength properties without glue line for mengkulang species / nor jihan abd malek … [et al.]
publisher Faculty of Mechanical Engineering (FKM) and UiTMPress
publishDate 2016
url http://ir.uitm.edu.my/id/eprint/16142/
http://ir.uitm.edu.my/id/eprint/16142/1/AJ_NOR%20JIHAN%20ABD%20MALEK%20JME%2016.pdf
first_indexed 2023-09-18T22:55:25Z
last_indexed 2023-09-18T22:55:25Z
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