Pro Ligno (Sep 2016)

PHYSICAL AND MECHANICAL PROPERTIES OF TORREFIED Ceiba pentandra WOOD

  • Ebenezer A. IYIOLA,
  • Babatola OLUFEMI

Journal volume & issue
Vol. 12, no. 3
pp. 19 – 27

Abstract

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The need for improving or enhancing the performance of wood to meet the use for high economic value is a necessity. Physico-mechanical properties of torrefied Ceiba pentandra wood were investigated. Thirty nine defect-free specimens of dimensions 20mm × 20mm × 60mm (breadth × thickness x length) were prepared for the determination of dimensional stability and compression test. For the evaluation of static bending strength tests, thirty nine specimens of dimensions 20mm × 20mm x 300mm were prepared. The specimens (at constant m.c. of 12%) were thermally treated at temperatures of 120, 140, 160 and 180o C for 60, 90 and 120 minutes duration. The wood samples were introduced into the furnace and ramped to the temperature at which the actual heat treatment occurred. Density, Moisture content, Weight Loss, Void Volume, Water absorption, Volume swelling, Modulus of Elasticity (MOE), Modulus of Rupture (MOR), Maximum Compression Strength (MCS) and Hardness of the torrefied and untreated samples were investigated. The mean values of the density showed a significant reduction as a function of treatment condition. The mean values of the moisture content of the wood samples varies 7.40% to 3.35% which is the highest reduction found in the treatment180o C for 120minutes. High weight loss was observed at 180o C for 2hrs (6.99%). The value of the volumetric swelling ranges from 7.52% to 1.39% compared to control (28.94%) in 24hrs. The mean values of thermally treated samples for Modulus of Elasticity ranging from 10401 N/mm2 (180°C at 60 min) to 1757N/mm2 (120°C at 90 min) compared to control (MOE = 1694N/mm2 ). The Modulus of Elasticity of the heat-treated samples increased rapidly as the temperature rises to 180o C for 60minutes but decreased as the time increases. It can be concluded that thermal modification improved dimensional stability and mechanical properties of wood samples

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