RELATIONSHIP BETWEEN MECHANICAL PROPERTIES OF STRUCTURAL SIZE AND SMALL CLEAR SPECIMENS OF TIMBER

Authors

  • AW Mohd Jamil
  • J Mohd Zamin
  • MK Mohamad Omar

Keywords:

Bending strength, local modulus of elasticity, correlation

Abstract

MOHD JAMIL AW, MOHD ZAMIN J & MOHAMAD OMAR MK. 2013. Relationship between mechanical properties of structural size and small clear specimens of timber. The trend towards European marking for structural timber requires testing of some mechanical properties in structural sizes. However, this strength prerequisite has not been carried out for most tropical species, including Malaysian timbers. Existing strength data of Malaysian timbers are based on mechanical tests of small clear specimens. Groundwork testing was conducted on some selected commercial species to detect potential strength correlation between structural size and small clear specimens. Bending test for mixed hardwood species was conducted on structural size and small clear specimens. Weak correlation was observed between the bending strength of small clear and structural size specimens. Modulus of elasticity relationship was found to be consistent even for unconditioned and ungraded specimens.

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Published

2013-01-19

How to Cite

AW Mohd Jamil, J Mohd Zamin, & MK Mohamad Omar. (2013). RELATIONSHIP BETWEEN MECHANICAL PROPERTIES OF STRUCTURAL SIZE AND SMALL CLEAR SPECIMENS OF TIMBER. Journal of Tropical Forest Science (JTFS), 25(1), 12–21. Retrieved from https://jtfs.frim.gov.my/jtfs/article/view/313

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Articles
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