Durability of Wood Shavel Composites with Environmental Friendly Based Binder

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The composite element of 20 mm in thickness were manufactured using high volume fly ash, silica fume as alternative hydraulic binders and Portland cement Type II. Pine wood shavel as by product of local small wood working industries were used as the composite filler. The elements were given in situ wet and dry treatment for 9 months. Visually there is no fiber degradation as a result of the interaction of the environment. The assessment were done to the elements bending strength and dimensional properties. Increase in MoRafter 180 days of exposure shown that mechanically, this degradation is not seen yet. The increment of MoR ( 213%) compare to that of 28 days might be affected by the formation of calcium hydroxide (CH) or ettringite in the transition zone. The use of pozzolan showed also a delay or minimize degradation of composites while improving the pore structure, and minimize the mineralization of the fiber bond with the cement matrix. The water absorption is 4,22% at 180 days, 7,94% at 120 days and 12,38% at 28 days, in line with the 68% decrease in Thickness Swelling (TS). This unoccured degradation could also be affected by the presence of silica fume in the binder matrix. After 270 days of exposure under tropical condition, the flexural strength started to decrease.

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391-397

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July 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] B. Ajaye, Durability characteristics of cement-bonded particleboards manufactured from maize stalk residue, Journal of Forestry Research (2011) 22(1): 111-115.

DOI: 10.1007/s11676-011-0135-2

Google Scholar

[2] P. N. Balaguru and S. P. Shah (1992). Fiber Reinforced Cement Composites, McGraw Hill, New York.

Google Scholar

[3] S. G. Bergstrom and H. Gram, (1984). Durability of alkali-sensitive fibres in concrete, The International Journal of Cement Composites and Lightweight Concrete, 6(2), 75-80.

DOI: 10.1016/0262-5075(84)90036-8

Google Scholar

[4] J. H. Dinwoodie and B. H. Paxton, 1991. The long term performance of cement bonded wood particleboard. In: Proc. Inorganic bonded wood and fiber composite materials. Forest Prod. Soc., Madison, Wis., pp.45-54.

DOI: 10.1016/s0950-0618(89)80036-4

Google Scholar

[5] N. H. El-Ashkar, (2002). Wood Pulp Microfibers in Cement-Based Composites: Improving Fiber Distribution and Characterizing Composite Behavior., Ph.D. Thesis, Department of Civil and Environmental Engineering, Georgia Institute of Technology.

Google Scholar

[6] N. H. El-Ashkar, B. J. Mohr, H. Nanko, and K. E. Kurtis (2002).

Google Scholar

[7] Japan Industrial Standard A 5908: 2003 Particleboards, Japanese Standards Association 4-1-24, Akasaka, Minato-ku, Tokyo, 107-8440 Japan.

Google Scholar

[8] Gram (1983). Methods of reducing tendency towards embrittlement in sisal fiber concrete, Nordic Concrete Research, 5, 62-71.

Google Scholar

[9] D. C. Hughe, and D. J. Hannant (1985). Reinforcement of Griffith flaws in cellulose reinforced cement composites, Journal of Materials Science Letters, 4, 101-102.

DOI: 10.1007/bf00719908

Google Scholar

[10] Lobo, Colin L (2007), new Perspective on Concrete Durability, Concrete in Focus Magazine, pp.24-30.

Google Scholar

[11] Y. W. Mai and M. I. Hakeem, and B. Cotterell, (1983). Effects of water and bleaching on the mechanical properties of cellulose fiber cements, Journal of Material Science, 18, 2156-2162.

DOI: 10.1007/bf00555010

Google Scholar

[12] B. J. Mohr, H. Nanko, K. E. Kurtis, (2003a). Durability of pulp fiber-cement composites to wet/dry cycling, Submitted to Cement and Concrete Composites, June (2003).

DOI: 10.1016/j.cemconcomp.2004.07.006

Google Scholar

[13] P. Soroushian and S. Marikunte, (1992). Moisture effect on flexural performance of wood fiber cement composites, Journal of Materials in Civil Engineering, 4(3), 275-291.

DOI: 10.1061/(asce)0899-1561(1992)4:3(275)

Google Scholar

[14] R. D. Toledo Filho, K. Scivener, G. L. England, and K. Ghavami, (2000). Durability of alkalisensitive sisal and coconut fibers in cement mortar composites, Cement and Concrete Composites, 22, 127-143.

DOI: 10.1016/s0958-9465(99)00039-6

Google Scholar

[15] R. D. TolêdoFilho, England, G. L., Ghavami, K., and Scrivener, K. (2003). Development of vegetable fibre-mortar composites of improved durability, Cement and Concrete Composites, 25, 185-196.

DOI: 10.1016/s0958-9465(02)00018-5

Google Scholar

[16] G. H. D. Tonoli, 2007, Performance and Durability of Cement Based Composites Reinforced with Refined Sisal, Materials and Manufacturing Processes, 22, 149-156.

DOI: 10.1080/10426910601062065

Google Scholar

[17] V. Velpari, B. E. Ramachandran, T. A. Bhaskaran, B. C. Pai, and N. Balasubramanian, Alkaline resistance of fibres in cement, Journal of Materials Science, 15, 1579-1584.

DOI: 10.1007/bf00752141

Google Scholar