Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok

This study investigates the bending and bonding performances of glued laminated timber beams manufactured using a combination of Malaysian lower and higher-grade timber species. Two types of beams were prepared which were mono-species and mixed-species glulam. Mono-species glulam with uniform layup...

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Published in:Jurnal Teknologi
Main Author: Mohamad W.H.W.; Bhkari N.M.; Ahmad Z.
Format: Article
Language:English
Published: Penerbit UTM Press 2019
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071331179&doi=10.11113%2fjt.v81.12557&partnerID=40&md5=483e64ac4a99994465ec72d94e466c7f
id 2-s2.0-85071331179
spelling 2-s2.0-85071331179
Mohamad W.H.W.; Bhkari N.M.; Ahmad Z.
Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
2019
Jurnal Teknologi
81
4
10.11113/jt.v81.12557
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071331179&doi=10.11113%2fjt.v81.12557&partnerID=40&md5=483e64ac4a99994465ec72d94e466c7f
This study investigates the bending and bonding performances of glued laminated timber beams manufactured using a combination of Malaysian lower and higher-grade timber species. Two types of beams were prepared which were mono-species and mixed-species glulam. Mono-species glulam with uniform layup were fabricated using Merpauh, Jelutong and Sesendok. Mixed-species glulam with balanced layup were fabricated whereby Merpauh was positioned equally at the outer layers and either Jelutong or Sesendok were positioned at the inner layers. Three replicates of ten-layered glulam beams measuring 100 mm in width, 300 mm in depth and 6200 mm in length were manufactured according to MS758 for each mono and mixed-species glulam. Bending, delamination and block shear tests were done on all the glulam beams. The results show that glulam manufactured from the combination of Sesendok and Merpauh obtained the highest bending properties and structural efficiency. In addition, the bonding performance at the interface between Sesendok-Merpauh lamellas proved to be excellent. © 2019 Penerbit UTM Press.
Penerbit UTM Press
1279696
English
Article
All Open Access; Gold Open Access
author Mohamad W.H.W.; Bhkari N.M.; Ahmad Z.
spellingShingle Mohamad W.H.W.; Bhkari N.M.; Ahmad Z.
Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
author_facet Mohamad W.H.W.; Bhkari N.M.; Ahmad Z.
author_sort Mohamad W.H.W.; Bhkari N.M.; Ahmad Z.
title Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
title_short Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
title_full Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
title_fullStr Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
title_full_unstemmed Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
title_sort Bending and bonding properties of mixed-species glued laminated timber from merpauh, jelutong and sesendok
publishDate 2019
container_title Jurnal Teknologi
container_volume 81
container_issue 4
doi_str_mv 10.11113/jt.v81.12557
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071331179&doi=10.11113%2fjt.v81.12557&partnerID=40&md5=483e64ac4a99994465ec72d94e466c7f
description This study investigates the bending and bonding performances of glued laminated timber beams manufactured using a combination of Malaysian lower and higher-grade timber species. Two types of beams were prepared which were mono-species and mixed-species glulam. Mono-species glulam with uniform layup were fabricated using Merpauh, Jelutong and Sesendok. Mixed-species glulam with balanced layup were fabricated whereby Merpauh was positioned equally at the outer layers and either Jelutong or Sesendok were positioned at the inner layers. Three replicates of ten-layered glulam beams measuring 100 mm in width, 300 mm in depth and 6200 mm in length were manufactured according to MS758 for each mono and mixed-species glulam. Bending, delamination and block shear tests were done on all the glulam beams. The results show that glulam manufactured from the combination of Sesendok and Merpauh obtained the highest bending properties and structural efficiency. In addition, the bonding performance at the interface between Sesendok-Merpauh lamellas proved to be excellent. © 2019 Penerbit UTM Press.
publisher Penerbit UTM Press
issn 1279696
language English
format Article
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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