FACTORS AFFECTING ULTIMATE STRENGTH OF SOLID AND GLULAM TIMBER BEAMS

Authors

  • Suhaimi Abu Bakar Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai 81310, Johor Bahru, Malaysia
  • Abd Latif Saleh Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai 81310, Johor Bahru, Malaysia
  • Zainai B Mohamed Kolej Universiti Teknologi Tun Hussein Onn, 86400 Parit Raja, Batu Pahat, Johor, Malaysia.

DOI:

https://doi.org/10.11113/mjce.v16.15660

Keywords:

Glulam, Strength, Beam, Shorea acuminate, Phenol Resorcinol Formaldehyde.

Abstract

Phenol Resorcinol Formaldehyde is an adhesive commonly used in the fabrication of
glued laminated (glulam) timber beams. Although, it has been widely accepted for softwood
species, the verification of this type of adhesive for local timbers is not fully established. Four
glulam beams and four solid beams were tested in bending in the laboratory. Phenol Resorcinol
Formaldehyde was used as an adhesive for glulam beams. The strength of the glulam beam
structure was equivalent to solid beam structure. Phenol Resorcinol Formaldehyde was able to
provide sufficient bonding and strength for local timbers. The results indicated that the most
significant factor influencing the strength of solid beam and glulam beam structure was the density
of timber.

References

ASTM D198-84 (1992) Standard Methods of Static Tests of Timbers in Structural Sizes. 1992

Annual Book of ASTM Standards

Baharudin, K. S. (1996) Ultimate strength of glued-laminated timber beam. M. Eng. Thesis.

Universiti Teknologi Malaysia.

BS 373: 1957 (1957) British Standard Methods of Testing small clear specimens of timber. British

Standards Institution.

BS 4169: 1988 (1988) British Standard Specification for Manufacture of glued-laminated timber

structural members. British Standards Institution.

Chang, C. W. (1994) Stress-strain Relationship for Light Red Meranti Glued Layered Timber

Short Column. M. Eng. Thesis, Universiti Teknologi Malaysia.

Forest Products Laboratory (1990) Wood Engineering Handbook. New Jersey: Prentice Hall

Freas, Alan D. (1950) Studies of the strength of glued-laminated wood construction. ASTM

Bulletin.

Grewal, G.S. (1979) Air-seasoning properties of some Malaysian Timbers. The Malaysian Timber

Industry Board.

Haruji T., Shyouhe M. and Arata Y. (2002) Innovative large timber buildings - Design of semirigid

hanging roof structure composed of glulams and steel plate. The 7th World Conference on

Timber Engineering. Shah Alam.

Malhotra, S.K. and Bazan, I.M.M. (1980) Ultimate bending strength theory for timber beams.

Wood Science, pp. 50-63.

Mohd. Noh, M.S. and Abdullah, M.N. (1988) Glueability of Keruing and Meranti. National

Structural Engineering Conference, Universiti Teknologi Malaysia.

Natterer, J.K. (2002) Modern timber constructions: From new simple techniques to high tech

construction. The 7th World Conference on Timber Engineering. Shah Alam, Malaysia.

Vick, C.B. (1973) Gap-filling phenol-resorcinol resin adhesives for construction. Forest Products

Journal, 23(11): 33-41.

Zakaria, M.L. (1988) Kejuruteraan Kayu di Malaysia. Kemajuan semasa dan masa depan.

National Structural Engineering Conference, Universiti Teknologi Malaysia.

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Published

2018-03-19

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Articles

How to Cite

FACTORS AFFECTING ULTIMATE STRENGTH OF SOLID AND GLULAM TIMBER BEAMS. (2018). Malaysian Journal of Civil Engineering, 16(1). https://doi.org/10.11113/mjce.v16.15660