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Mechanical Properties of a Eucalyptus-Based Oriented Oblique Strand Lumber for Structural Applications

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摘要 Wood and wood-based composite materials have gained increasing attention in the sustainable building industry because of their renewability and environmental friendliness.Oriented oblique strand lumber(Eucalyptus Strand Wood,ESWood),which is manufactured from fast-growing small diameter eucalyptus wood(Eucalyptus urophylla×E.grandis),is introduced in this paper.Small clear specimen tests were conducted to determine the mechanical properties of ESWood material while full-scale component tests were performed to observe the structural performance of ESWood beams.A comparison of mechanical properties of ESWood with other wood/bamboo-based materials is then reported.From the results presented herein,it appears that the strength and stiffness properties of ESWood are affected by grain directionality and glued layers.However,it still has preferable mechanical properties as a building material,which is comparable or superior to those of other engineered wood/bamboo-based products(e.g.,Sitka spruce,LVL,OSL,Glulam,and Glubam).Furthermore,results from full-scale component tests show the stable mechanical performance of beams made by ESWood.This study makes a significant contribution to a potential utilization of fast-growing eucalyptus for general use in construction,and the presented mechanical tests results can serve as a fundamental data for more applications of ESWood in practical engineering.
出处 《Journal of Renewable Materials》 SCIE 2019年第11期1147-1164,共18页 可再生材料杂志(英文)
基金 by the Application for Collaborative Research Project under International Joint Research Laboratory of Earthquake Engineering(TMGFXK-2015-002-2) Fundamental Research Funds for the Central University(22120180315,22120170521).
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  • 1Tan D, Smith I. Failure in-the-row model for bolted timber connections [ J ]. Journal of Structural Engineering, ASCE, 1999, 125 (7) : 713-718.
  • 2Bickerdike M K. Predicting the row shear failure mode and strength of bolted timber connections loaded parallel-to-grain [D]. Ontario, Canada: Royal Military College of Canada ,2006 : 120-125.
  • 3Blaβ H J, Schadle P. Ductility aspects of reinforced and non-reinforced timber joints [J]. Engineering Structures, 2011, 33 ( 11 ) : 3018-3026.
  • 4Wang M, Song X, Gu X, et al. Rotational behavior of bolted beam-to-column connections with locally cross- laminated glulam [ J ]. Journal of Structural Engineering, ASCE, 2014,141 (4). DOI: 10. 1061/ (ASCE) ST. 1943-54iX. 0001035.
  • 5Kasal B, Heiduschke A, Kadla J, et al. Laminated timber frames with composite fibre-reinforced connections [ J ]. Progress in Structural Engineering and Materials, 2004, 6(2): 84-93.
  • 6Echavarria C. Bolted timber joints with self-tapping screws [J]. Revista EIA, 2007 (8): 37-47.
  • 7Blass H J, Bejtka I. Reinforcements perpendicular to the grain using self -tapping screws [ C ]//Proceeding of the 8th World Conference on Timber Engineering. Lahti, Finland:Finnish Association of Civil Engineers (RIL) , 2004:233-238.
  • 8Lam F, Schulte-Wrede M, Yao C C, GU J J. Moment resistance of bolted timber connections with perpendicular to grain reinforcements [ C ]//Proceeding of the lOth World Conference on Timber Engineering. Miyazaki, Japan: Engineered Wood Products Association, 2008:978-985.
  • 9Gehloff M, Closen M, Lam F. Reduce edge distances in bolted timber moment connections with perpendicular to grain reinforcements [ C]//Proceeding of the l lth World Conference on Timber Engineering. Trentino, Italy: Trees and Timber Institute, National Research Council, 2010:230.
  • 10Lam F, Gehloff M, Closen M. Moment-resisting bolted timber connections [ J ]. Structures and Buildings, 2010, 163:167-174.

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