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Bending Creep Property of Cross-Laminated Woods Made With Six Domestic Species 원문보기

목재공학 = Journal of the Korean wood science and technology, v.45 no.6, 2017년, pp.689 - 702  

Byeon, Jin-Woong (Division of Environmental Forest Science, Institute of Agriculture & Life Science, Gyeongsang National University) ,  Kim, Tae-Ho (Division of Environmental Forest Science, Institute of Agriculture & Life Science, Gyeongsang National University) ,  Yang, Jae-Kyung (Division of Environmental Forest Science, Institute of Agriculture & Life Science, Gyeongsang National University) ,  Byeon, ee-Seop (Division of Environmental Forest Science, Institute of Agriculture & Life Science, Gyeongsang National University) ,  Park, Han-Min (Division of Environmental Forest Science, Institute of Agriculture & Life Science, Gyeongsang National University)

Abstract AI-Helper 아이콘AI-Helper

In this study, with the view to using effectively small and medium diameter Korean domestic woods as structural materials, cross-laminated woods were manufactured by using six species of Korean domestic softwoods and hardwoods, and bending creep properties were investigated for each species. The cre...

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제안 방법

  • In this study, in addition to the previous study, 24 types of parallel- and cross-laminated woods were manufactured using six Korean domestic woods, and bending creep test was performed, and the influence of wood species on creep property was investigated.

대상 데이터

  • Six species of Korean domestic woods were selected for this study. They included three softwoods: Japanese cedar, Japanese cypress and Japanese larch; three hardwoods: chestnut, tulip tree and oriental oak.
  • And C∥ type (C∥(S), C∥(H), C∥(L), C∥(C), C∥(T) and C∥(O)) and C⊥ type (C⊥(S), C⊥(H), C⊥(L), C⊥(C), C⊥(T) and C⊥(O)) were the specimens used to measure the bending creep parallel and perpendicular to the grain of the face laminae of cross-laminated woods, respectively. There were 3 of each type of specimen, for a total of 72 specimens.
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참고문헌 (30)

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  5. Gulzow, A., Richter, K., Stelger, R. 2011. Influence of wood moisture content on bending and shear stiffness of cross-laminated timber panels. European Journal of Wood and Wood Products 69: 193-197. 

  6. Goto, T., Fukushima, A., Nakayama, S., Furono, T. 2014. Bending properties of missed-species, three-ply CLTs (Cross-Laminated Timbers) with inner layer of sugi. Mokuzai Gakkaishi 60: 336-345. In Japanese with summary in English. 

  7. Gavric, I., Fragiacomo, M., Ceccotti, A. 2015a. Cyclic behavior of typical metal connectors for cross-laminated (CLT) structures. Materials and Structures 48: 1841-1857. 

  8. Gavric, I., Fragiacomo, M., Ceccotti, A. 2015b. Cyclic behavior of typical screwed connections for cross-laminated (CLT) structures. European Journal of Wood and Wood Products 73: 179-191. 

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  10. Ido, H., Nagao, H., Miura, S., Miyatake, A. 2014. Compressive strength properties perpendicular to the grain of cross-laminated timber (CLT) composed of sugi laminations. Mokuzai Gakkaishi 60: 16-22. In Japanese with summary in English. 

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  16. Okabe, M., Yasumura, M., Kobayashi, K., Fujita, K. 2014. Prediction of bending stiffness and moment carrying capacity of sugi cross-laminated timber. Journal of Wood Science 60: 49-58. 

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  20. Park, H.M., Fushitani, M., Byeon, H.S. 2009. Derivation of an equation for calculating shear modulus of three-ply laminated material beam from shear moduli of individual laminae and its application. Journal of Wood Science 55: 181-189. 

  21. Park, H.M., Fushitani M., Byeon H.S., Yang J.K. 2016. Static bending strength performances of cross-laminated wood panels made with six species. Wood and Fiber Science 48: 68-80. 

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