Mechanical properties of mortise-tenon joints reinforced by self-tapping screws with different insertion methods

被引:9
作者
Yin, Tianxiao [1 ]
Guo, Chenyue [1 ]
Wang, Zhiqiang [1 ]
Zheng, Wei [1 ]
Gong, Meng [2 ]
机构
[1] Nanjing Forestry Univ, Coll Mat Sci & Engn, Jiangsu Coinnovat Ctr Efficient Proc & Utilizat Fo, 159 Longpan Rd, Nanjing 210037, Jiangsu, Peoples R China
[2] Univ New Brunswick, Wood Sci & Technol Ctr, 1350 Regent St, Fredericton, NB E3C 2G6, Canada
关键词
Mortise-tenon (MT) joint; Reinforcement; Self-tapping screw; Insertion methods; Mechanical properties; TIMBER; CONNECTIONS; PROGRESS;
D O I
10.1016/j.conbuildmat.2022.130243
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The mortise-tenon (MT) joints are kind of traditional connection for structural components in China, which can get better connection performance by reinforcement. In this paper, different self-tapping screw (STS) insertion methods were applied to reinforce the MT joints, and cyclic loading were carried out for one group of unrein-forced joint and three groups of reinforced joints. The load-carrying capacity, strength, stiffness, ductility, and energy dissipation capacity of each group were evaluated. The results showed that STS inserted horizontally could significantly reduce the pull-out of the tenon and improve the load-carrying capacity of the joints. The joints reinforced by two horizontally inserted STS had a higher load-carrying capacity than those reinforced by one STS with horizontal insertion, although the former might accelerate the damage to joints. Inclined insertion of STS for joints provided higher stiffness, ductility and energy dissipation capacity, while the load-carrying capacity was inferior to that of the reinforced joints with STS horizontally inserted. This paper provides data for reinforcing MT joints with STS, so as to select different reinforcement methods for different engineering requirements.
引用
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页数:11
相关论文
共 39 条
  • [21] Liang S, 2006, ILLUSTRATION GONG CH
  • [22] Simple cross-laminated timber shear connections with spatially arranged screws
    Loss, Cristiano
    Hossain, Afrin
    Tannert, Thomas
    [J]. ENGINEERING STRUCTURES, 2018, 173 : 340 - 356
  • [23] [陆伟东 Lu Weidong], 2014, [建筑结构学报, Journal of Building Structures], V35, P151
  • [24] Strength and stiffness of oak pegs in traditional timber-frame joints
    Sandberg, LB
    Bulleit, WM
    Reid, EH
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (06): : 717 - 723
  • [25] Progress In Structural Engineering and Materials: Timber Construction Modified traditional Japanese timber joint system with retrofitting abilities
    Shiratori, Takeshi
    Komatsu, Kohei
    Leijten, Adrian
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2008, 15 (07) : 1036 - 1056
  • [26] Smith I., 2006, P CIB W18 M FLOR IT
  • [27] Lateral Performance of Traditional Heavy Timber Frames with Mortise-Tenon Joints Retrofitted Using Self-Tapping Screws
    Song, Xiaobin
    Li, Kai
    Crayssac, Emile
    Wu, Yajie
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2018, 144 (10)
  • [28] Progress in Structural Engineering and Materials: Timber Construction Self-tapping screws as reinforcement for rounded dovetail connections
    Tannert, Thomas
    Lam, Frank
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2009, 16 (03) : 374 - 384
  • [29] [王全凤 Wang Quanfeng], 2011, [工业建筑, Industrial Construction], V41, P62
  • [30] Rotational behavior of degraded traditional mortise-tenon joints: experimental tests and hysteretic model
    Xie, Qifang
    Wang, Long
    Zheng, Peijun
    Zhang, Lipeng
    Hu, Weibing
    [J]. INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2018, 12 (01) : 125 - 136