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The finite element modelling of glulam tropical timber beam in bending
Mohd Nizam Shakimon1, Nor Jihan Abd Malek2, Rohana Hassan3, Zakiah Ahmad4.
A full scale bending testing of glued laminated (glulam) timber beam can be costly
and time consuming. Therefore, computer modeling is an economical and an
efficient tool to achieve the result within the acceptable accuracy. Among other
modeling techniques, the finite element modeling (FEM) is widely used for its reliability
to simulate and to verify the behaviour of structural elements exactly in the same
way the elements perform in the experimental test. Further results of different
structural element dimensions or materials can be predicted by modifying the input
parameters that are of interest to the study. This study presents the verification of FEM
with experimental bending test results on simply supported glulam timber beams
made of Keruing and Resak species. The two dimensional (2D) FEM with LUSAS 14.3
software was used. The verification showed an acceptable agreement between the
FEM and the experimental results.
Affiliation:
- Universiti Teknologi MARA, Malaysia
- Universiti Teknologi MARA, Malaysia
- Universiti Teknologi MARA, Malaysia
- Universiti Teknologi MARA, Malaysia
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Indexation |
Indexed by |
MyJurnal (2021) |
H-Index
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6 |
Immediacy Index
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0.000 |
Rank |
0 |
Indexed by |
Scopus 2020 |
Impact Factor
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CiteScore (1.4) |
Rank |
Q3 (Engineering (all)) |
Additional Information |
SJR (0.191) |
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