Sains Malaysiana 43(2)(2014): 211–218
Investigation
of Linearity between Mechanical Properties of Wood Using Graphical Method
(Analisis Hubungan Linear Beberapa Sifat Mekanik Kayu Menggunakan
Kaedah Grafik)
MOHD JAMIL
ABDUL
WAHAB*1& MOHD ZAMIN JUMAAT2
1Makmal Kejuruteraan Kayu, Institut Penyelidikan Perhutanan
Malaysia
52109 Kepong, Selangor, Malaysia
2Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti
Malaya
50603 Kuala Lumpur, Malaysia
Received: 25 April 2012/Accepted: 26 May 2013
ABSTRACT
Some basic requirements are set for small clear specimen data to
incorporate Malaysian timbers into equivalent European timber strength classes.
In general, the correlation between structural and small clear specimen test
results must be established for every timber group regardless of origin. This
paper introduces a sort-plot technique for analysing the correlation of some
mechanical properties of timber in selecting appropriate parametric model.
Bending test was conducted on mixed species hardwoods for the determination of
strength and stiffness values of both structural and small size specimens. The
results showed that the sort-plot diagrams demonstrate an obvious linearity
pattern between timber properties despite having poor regression values. The
technique verified that properties of timber in structural and small size
specimens correlated linearly
.
Keywords: Coefficient of determination; relationship; strength
test
ABSTRAK
Beberapa syarat asas ditentukan ke atas data
daripada spesimen bersaiz kecil untuk tujuan pengelasan kayu kayan Malaysia di
dalam kumpulan kekuatan kayu Eropah. Secara umum, perhubungan
antara hasil ujian spesimen bersaiz struktur dan kecil perlu ditentukan untuk
setiap kumpulan kayu tanpa mengira negara sumber. Kertas
ini memperkenalkan kaedah atur-plot untuk menganalisis perhubungan beberapa
sifat mekanikal kayu dalam menentukan model parametrik yang bersesuaian. Ujian lenturan telah dijalankan ke atas beberapa spesies kayu
keras untuk menentukan nilai kekuatan dan elastik spesimen kayu bersaiz
struktur dan kecil. Keputusan ujian secara gambarajah
atur-plot menunjukkan corak linear yang jelas antara sifat kayu walaupun
mempunyai nilai regresi yang lemah. Kaedah tersebut
mengesahkan bahawa sifat spesimen kayu bersaiz struktur dan kecil berkait
secara linear.
Kata kunci: Hubungkait; pekali penentuan; ujian
kekuatan
REFERENCES
Ahmad, Z., Bon, Y.C. &
Abd Wahab, E.S. 2010. Tensile strength properties of tropical hardwoods in structural
size testing. International Journal of Basic & Applied Sciences
IJBAS-IJENS 10(3): 1-6.
Aicher, S., Hofflin, L.
& Behrens, W. 2002. Determination of local and global modulus of elasticity in wooden
boards. Otto Graf Journal 13: 183-198.
Alik, D. & Badorul Hisham, A.B. 2006. Strength performance of full-size structural timber of Dryobalanops
species of Sarawak, Malaysia. Proceedings of the
Nineth World Conference Timber Engineering. 6-10 August, Portland.
ASTM. 1952. Standard D143-52. Standard Methods
of Testing Small Clear Specimens of Timber. Annual Book of
ASTM Standards. Philadelphia.
Bostrom, L. 1999. Determination
of the modulus of elasticity in bending of structural timber – comparison
of two methods. European Journal of Wood and Wood Products 57(2):
145- 149.
BS 373:1957. Methods of Testing Small Clear
Specimens of Timber. British Standards Institution, London.
Cleveland, W.S. & Devlin, S.J. 1988. Locally
weighted regression: An approach to regression analysis by local fitting. Journal
of the American Statistical Association 83(408): 596-610.
Desch, H.E. & Dinwoodie, J.M. 1996. Timber
– Structure, Properties, Conversion and Use. 7th ed. Basingstoke:
McMillan.
EN 408. 2003. Timber Structures - Structural
Timber and Glued Laminated Timber. Determination of Some
Physical and Mechanical Properties. European Committee
for Standardisation, Brussels.
Engku, A.R.C. 1971. Basic and grade stresses for
some Malaysian timbers. Malayan Forester 34(4): 131-134.
Kallsner, B. &
Ormarsson, S. 1999. Measurement of modulus of elasticity in
bending of structural timber. Proceeding of The First RILEM Symposium
on Timber Engineering. 13-15 September, Stockholm.
Lanvin, J.D., Reuling, D., Rouger, F., van de Kuilen, J.W.,
Ravenshorst, G., Reinbol, G., Bourguignon, H., Gerar, J., Guibal, D., Verna, M.
& Boilley, E. 2009. Simplified strength properties assessment for tropical
hardwoods in view to CE marking. Proceedings of The Second
International Scientific Conference on Hardwood Processing. 28-29 September, Paris.
Lee, Y.H., Engku Abdul Rahman, C. &
Chu, Y.P. 1993. The Strength
Properties of Some Malaysian Timbers. Timber Trade Leaflet
No.34. Forest Department, Kuala Lumpur.
Madsen, B. 1992. Structural Behaviour of Timber. Timber Engineering Ltd., Vancouver,
Mansfield-Williams, H. 2010. Assistance
with a Route to CE Marking for Malaysian Structural Timber. Report
TE// F10260. TRADA Technology Ltd, High Wycombe.
Newlin, J.A. 1930. Factors to be Considered in Testing Structural Timbers. Madison: United States Department of
Agriculture.
Ravenshorst, G. & van de Kuilen, J.W. 2010. Comparison of methods of strength classification of tropical
hardwood timber. Proceedings of the Eleventh World
Conference on Timber Engineering. 20-24 June, Riva
Del Garda.
Saiful Bahari, B., Sarani, Z., Chin, H.C. & Mohd Jani,
S. 2012. Liquefied residue of kenaf core wood produced at different
phenol-kenaf ratio. Sains Malaysiana 41(2): 225–231.
Solli, K.H. 1996. Determination of modulus
of elasticity in bending according to EN 408. Proceedings
of the CIB-W18 Meeting. 26-29 August, Bordeaux.
Thomas, A.V. 1931. Some notes on timber testing. Malayan
Forester 1: 56-59.
Watson, G.S. 1964. Smooth regression analysis. Sankhya. The
Indian Journal of Statistics 26(4): 359-372.
Zaidon, A., Junaidi, B. & Faridah,
M.T. 2001. Properties and durability of
MUF-bonded particleboard treated with boron compound. Sains Malaysiana 30:
177-186.
*Corresponding
author; email: mohdjamil@frim.gov.my
|