Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage

Acacia hybrid is an important plantation species in Malaysia, but its use in structural applications is still limited due to the lack of comprehensive data on its engineering properties. This study evaluated the physical and mechanical properties of laminated or glulam Acacia hybrid timber in an air...

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Main Authors: Fanthy Moola Malek, Gaddafi Ismaili, Noor Azland Jainudin, Meekiong Kalu, Mohd Effendi Wasli, Ahmad Fadzil Jobli, Mohamad Zain Hashim, Ahmad Nurfaidhi Rizalman, Nur Syahina Yahya, Semilan Ripot
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Language:en
Published: 2025
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Online Access:https://eprints.ums.edu.my/id/eprint/44729/1/FULLTEXT.pdf
https://eprints.ums.edu.my/id/eprint/44729/
https://doi.org/10.3390/f16071048
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author Fanthy Moola Malek
Gaddafi Ismaili
Noor Azland Jainudin
Meekiong Kalu
Mohd Effendi Wasli
Ahmad Fadzil Jobli
Mohamad Zain Hashim
Ahmad Nurfaidhi Rizalman
Nur Syahina Yahya
Semilan Ripot
author_facet Fanthy Moola Malek
Gaddafi Ismaili
Noor Azland Jainudin
Meekiong Kalu
Mohd Effendi Wasli
Ahmad Fadzil Jobli
Mohamad Zain Hashim
Ahmad Nurfaidhi Rizalman
Nur Syahina Yahya
Semilan Ripot
author_sort Fanthy Moola Malek
building UMS Library
collection Institutional Repository
content_provider Universiti Malaysia Sabah
content_source UMS Institutional Repository
continent Asia
country Malaysia
description Acacia hybrid is an important plantation species in Malaysia, but its use in structural applications is still limited due to the lack of comprehensive data on its engineering properties. This study evaluated the physical and mechanical properties of laminated or glulam Acacia hybrid timber in an air-dried condition for three age group combinations (7//10, 10//13, and 7//13 years old) to determine the optimal combination for structural applications. The results showed that the 10//13-year-old combination had the best mechanical performance, along with the highest basis density (0.7099 g/cm3), highest modulus of elasticity (MOE) (16,335.6 N/mm2), and highest parallel compressive strength (56.998 N/mm2), while the 7//10-year-old combination showed the highest moisture content (14.94%) and highest perpendicular compressive strength (8.9256 N/mm2). This study demonstrated that the combination of juvenile wood (7 years old) with mature wood (10 or 13 years old) increased strength by up to 43.06%, thus optimising the potential of Acacia hybrid in the construction industry. All combinations meet SG5 standards, with the 10//13-year-old combination recommended as the best choice for high-performance applications of glulam products.
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spelling my.ums.eprints-447292025-08-04T09:20:28Z https://eprints.ums.edu.my/id/eprint/44729/ Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage Fanthy Moola Malek Gaddafi Ismaili Noor Azland Jainudin Meekiong Kalu Mohd Effendi Wasli Ahmad Fadzil Jobli Mohamad Zain Hashim Ahmad Nurfaidhi Rizalman Nur Syahina Yahya Semilan Ripot TA630-695 Structural engineering (General) Acacia hybrid is an important plantation species in Malaysia, but its use in structural applications is still limited due to the lack of comprehensive data on its engineering properties. This study evaluated the physical and mechanical properties of laminated or glulam Acacia hybrid timber in an air-dried condition for three age group combinations (7//10, 10//13, and 7//13 years old) to determine the optimal combination for structural applications. The results showed that the 10//13-year-old combination had the best mechanical performance, along with the highest basis density (0.7099 g/cm3), highest modulus of elasticity (MOE) (16,335.6 N/mm2), and highest parallel compressive strength (56.998 N/mm2), while the 7//10-year-old combination showed the highest moisture content (14.94%) and highest perpendicular compressive strength (8.9256 N/mm2). This study demonstrated that the combination of juvenile wood (7 years old) with mature wood (10 or 13 years old) increased strength by up to 43.06%, thus optimising the potential of Acacia hybrid in the construction industry. All combinations meet SG5 standards, with the 10//13-year-old combination recommended as the best choice for high-performance applications of glulam products. 2025-06-23 Article NonPeerReviewed text en https://eprints.ums.edu.my/id/eprint/44729/1/FULLTEXT.pdf Fanthy Moola Malek and Gaddafi Ismaili and Noor Azland Jainudin and Meekiong Kalu and Mohd Effendi Wasli and Ahmad Fadzil Jobli and Mohamad Zain Hashim and Ahmad Nurfaidhi Rizalman and Nur Syahina Yahya and Semilan Ripot (2025) Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage. Forests, 15. pp. 1-12. ISSN 1999-4907 https://doi.org/10.3390/f16071048
spellingShingle TA630-695 Structural engineering (General)
Fanthy Moola Malek
Gaddafi Ismaili
Noor Azland Jainudin
Meekiong Kalu
Mohd Effendi Wasli
Ahmad Fadzil Jobli
Mohamad Zain Hashim
Ahmad Nurfaidhi Rizalman
Nur Syahina Yahya
Semilan Ripot
Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
title Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
title_full Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
title_fullStr Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
title_full_unstemmed Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
title_short Determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
title_sort determination of strength improvements in the acacia hybrid through the combination of age groups at the air-dry conditioning stage
topic TA630-695 Structural engineering (General)
url https://eprints.ums.edu.my/id/eprint/44729/1/FULLTEXT.pdf
https://eprints.ums.edu.my/id/eprint/44729/
https://doi.org/10.3390/f16071048
url_provider http://eprints.ums.edu.my/