Volume 15, Issue 7 (2013)                   JAST 2013, 15(7): 1405-1413 | Back to browse issues page

XML Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Enayati A, Eslah F, Farhid E. Evaluation of Particleboard Properties Using Multivariate Regression Equations Based on Structural Factors. JAST 2013; 15 (7) :1405-1413
URL: http://jast.modares.ac.ir/article-23-11697-en.html
1- Department of Wood and Paper Science and Technology, Faculty of Natural Resources, University of Tehran, Islamic Republic of Iran.
Abstract:   (8434 Views)
The application of stepwise multivariate-linear regression models for determination of particleboard properties based on structural factors was studied. Poplar (Populus alba), Beech (Fagus orientaleis) and Hornbeam wood (Carpinus betulus) with dry density of 460, 630 and 790 kg/m3,respectively, were used as raw materials. Three levels of boards target density (520, 620 and 720 kg m-3) and urea formaldehyde (UF) resin (6, 7, and 8%) were compared. The variables were included in the regression equations of modulus of rupture (MOR), modulus of elasticity (MOE), shear strength, and thickness swell (TS) after 24 hours immersion based on the degree of importance. In order to obtain the optimum board density and resin content for each species, contour plots were drawn by Minitab 13 software. Regarding the results from contour plots, particleboards with density ranging from 520 to 620 kg m-3 and 6% resin had most of their mechanical properties within those required by the corresponding standards. Thickness swell values were higher than requirements. We suggest additional treatments such as using adequate amount of water resistant materials to improve TS after 24 hours immersion.
Full-Text [PDF 216 kb]   (10430 Downloads)    
Article Type: Research Paper | Subject: Wood Science
Received: 2012/07/3 | Accepted: 2012/12/26 | Published: 2013/12/1

Add your comments about this article : Your username or Email:
CAPTCHA

Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.