详细信息
Withdrawal Properties of Self-Tapping Screws in Japanese larch (Larix kaempferi (Lamb.) Carr.) Cross Laminated Timber ( SCI-EXPANDED收录) 被引量:9
文献类型:期刊文献
英文题名:Withdrawal Properties of Self-Tapping Screws in Japanese larch (Larix kaempferi (Lamb.) Carr.) Cross Laminated Timber
作者:Xu, Junhua[1,2,3] Zhang, Shuangbao[2] Wu, Guofang[1] Gong, Yingchun[1] Ren, Haiqing[1]
第一作者:Xu, Junhua;徐佳鹤
通信作者:Ren, HQ[1]|[a0005812e0f3d391949bb]任海青;
机构:[1]Chinese Acad Forestry, Res Inst Wood Ind, Dept Wood Mech & Timber Struct, Beijing 100091, Peoples R China;[2]Beijing Forestry Univ, Coll Mat Sci & Technol, Dept Wood Sci & Engn, Beijing 100083, Peoples R China;[3]Southwest Forestry Univ, Sch Art & Design, Dept Prod Design, Kunming 650224, Yunnan, Peoples R China
年份:2021
卷号:12
期号:5
外文期刊名:FORESTS
收录:;WOS:【SCI-EXPANDED(收录号:WOS:000653928800001)】;
基金:This work was funded by the National Natural Science Foundation of China (31971596).
语种:英文
外文关键词:withdrawal strength; self-tapping screws; cross-laminated timber; Japanese larch
摘要:With the increasing popularity of cross-laminated timber (CLT) constructions around the world, there have been attempts to produce CLT using local wood species in different countries, such as Japanese larch (Larix kaempferi (Lamb.) Carr.) in China. Thus, the need to investigate the connection performance also increases to support the design and construction of CLT buildings using local wood species. In this study, the withdrawal properties of three different types of self-tapping screws (STS), with a diameter of 6 mm, 8 mm, and 11 mm, were tested with Japanese larch CLT. The results revealed that the withdrawal strength of STS increased with increasing density and effective length, but decreased with an increasing diameter. With a density increment of 0.05 g/cm(3), the withdrawal strength increased by an average of 9.4%. With an effective length increment of 24 mm, the withdrawal strength increased by an average of 1.4%. An empirical regression model was adopted to predict the withdrawal strength of Japanese larch CLT based on the results, which can be used for potential engineering design of CLT connections using STS.
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