The load factor in bolted timber joints under external tensile loads

被引:4
|
作者
Matsubara, Doppo [1 ]
Wakashima, Yoshiaki [2 ]
Shimizu, Hidemaru [3 ]
Kitamori, Akihisa [4 ]
机构
[1] Tokyo Metropolitan Ind Technol Res Inst, Koto Ku, 2-4-10 Aomi, Tokyo 1350064, Japan
[2] Toyama Prefectural Agr Forestry & Fisheries Res C, 4940 Imizu, Toyama 9390311, Japan
[3] Sugiyama Jogakuen Univ, 17-3 Chikusa Ku, Nagoya, Aichi 4648662, Japan
[4] Kyoto Univ, Res Inst Sustainable Humanosphere, Kyoto 6110011, Japan
基金
日本学术振兴会;
关键词
Load factor; Bolted timber joints; Glued laminated timber; Tightening force; LATERAL RESISTANCE; CLAMP FORCE; STRENGTH; BEHAVIOR;
D O I
10.1186/s10086-020-01857-4
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
These experiments sought to empirically determine how the initial tightening force influences the ratio of the axial bolt force to the tensile load (load factor) and the load required to separate the joint interface (interface separation load) in tensile bolted joints of glued laminated timber. Load factor decreases with increasing initial tightening force; however, this tendency is reduced the greater the washer-member-end distance. In addition, tensile stiffness increases with decreasing load factor, and the interface separation load increases with increasing initial tightening force. However, in actual testing, the joint interface separated at a lower load that predicted mathematically based on the load factor and initial tightening force.
引用
收藏
页数:7
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