Study on Bonding Capacity of Different Assemble Patterns of Wood Species in Structural Lumber

Xian Yan Zhou; Jing Hao Li; Zhong Feng Zhang; Wan Xi Peng

doi:10.4028/www.scientific.net/AMR.168-170.578

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Study on Bonding Capacity of Different Assemble...

Study on Bonding Capacity of Different Assemble Patterns of Wood Species in Structural Lumber

Abstract:

This thesis aims to select the optimal assemble patterns of wood species for structural lumber for wood-based bridge by analysing the bonding strength of eucalyptus veneers, poplar veneers and bamboo mats. Through variance analysis, the experiment results showed that: the compound mode: bamboo mat was used as the core panel, eucalyptus veneers as the surface panel, and the bonding strength is above the national standard. What draws special attention was that thickness of eucalyptus veneers was above 1.3 mm to crack.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

578-581

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.578

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Online since:

December 2010

Authors:

Xian Yan Zhou, Jing Hao Li, Zhong Feng Zhang, Wan Xi Peng

Keywords:

Bonding Capacity, Experiment, Preferred Tree Species, Structural Lumber

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References

[1] National standards of the People's Republic of China: GB9846-2004 plywood.

Google Scholar

[2] Standard for methods testing of timber structures: GB/T 50329-(2002).

Google Scholar

[3] Sellers T J, Mcsween J R, Neam W T: Gluing of eastern hardwood : a review[ R] General Technical Report, Southern Forest Experiment Station , Forest Service , U S Department of Agriculture , 1988 : 301.

Google Scholar

[4] Castro G, Paganini F: Poplar-eucalyptus glued laminated timber[ C ] Proceedings of the euro wood technical workshop, Florence , June 1, 1999 : 4721661.

Google Scholar

[5] McNamara W S: Forest Products Journal , 1970 , 20 (3) : 342351.

Google Scholar

[6] Lihong Yao, Ximing Wang, Benhua Fei, Rongjun Zhao: Journal of woodworking machine. supplement. 2009: 97-100.

Google Scholar

[7] Yu-ping Zhang, Feng Fu: Journal of woodworking machine. 2006(4): 6-10.

Google Scholar