Mechanical Properties of Oil Palm Trunk Lumber Using Parallel Strand Lumber (PSL)

Damhuji Rifai; Zulfikri Saleh; Kharudin Ali; Raja Siti Nur Adiimah Raja Aris; Nor Hana Mamat; Suzanna Ridzuan Aw

doi:10.37934/jrnn.7.3.19

Authors

Damhuji Rifai Faculty of Engineering Technology, University College TATI, 24000 Kemaman Terengganu, Malaysia
Zulfikri Saleh Faculty of Engineering Technology, University College TATI, 24000 Kemaman Terengganu, Malaysia
Kharudin Ali Faculty of Engineering Technology, University College TATI, 24000 Kemaman Terengganu, Malaysia
Raja Siti Nur Adiimah Raja Aris Faculty of Engineering Technology, University College TATI, 24000 Kemaman Terengganu, Malaysia
Nor Hana Mamat Faculty of Engineering Technology, University College TATI, 24000 Kemaman Terengganu, Malaysia
Suzanna Ridzuan Aw Faculty of Engineering Technology, University College TATI, 24000 Kemaman Terengganu, Malaysia

DOI:

https://doi.org/10.37934/jrnn.7.3.19

Keywords:

Oil palm, parallel strand lumber, tensile test, mechanical testing, STM D143

Abstract

This research is to study and investigates how the mechanical strength of oil palm trunk can be improved for parallel strand lumber (PSL) in the timber industry. Various methods are implemented by the wood industry for this purpose. The research uses an Instron Universal Testing Machine to perform mechanical testing on the oil palm trunk after undergoing PSL. Samples used for tensile testing adhere to the size guidelines outlined by the American Society of Testing Materials (ASTM). The results of the experiment indicate that the 1-inch strand has the highest mechanical strength compared to the 0.5 inch and 0.3-inch strand, as it has a higher fibre content that enables it to withstand applied loads or forces. However, the average sample of the 0.3-inch strand also exhibits similar mechanical strength as the 1-inch strand, due to the small size of the strand which allows for better absorption of the glue and stronger bonding with the surface.