Load-carrying behaviour of dowel-type timber connections with multiple slotted-in steel plates

被引：6

作者：

Fan, Xinhai ^{[1
]}

Zhang, Shengdong ^{[1
]}

Qu, Wenjun ^{[1
]}

机构：

[1] Tongji Univ, Dept Bldg Engn, Shanghai 200092, Peoples R China

来源：

ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷

关键词：

Dowel-type connection; Multiple slotted-in steel plate; Load carrying capacity; Failure mode;

D O I：

10.4028/www.scientific.net/AMM.94-96.43

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The multiple-shear dowel connection with slotted-in steel plates is one of the most efficient joints for large cross section timber structures. Experiments were performed on dowel-type timber connections with one, two and three slotted in steel plates under lateral loads parallel to the grain. Test variables include the number of steel plates, the spacing of the steel plates, and the dowel diameter. Results show that the load-carrying capacity of the dowel-type connection increased as the number and spacing of steel plates in the same thickness of timber specimens. Finally, a model of the load-carrying capacity of multiple shear steel-to-timber connections is presented, which showed good agreement with the results obtained in the experiment.

引用

页码：43 / 47

页数：5

共 8 条

[1]

American Society for Testing and Materials, 1995, D5652 ASTM

[2]

[Anonymous], 2004, 199511 EN

[3]

[Anonymous], 1949, INT ASS BRIDGE STRUC

[4]

[Anonymous], 50010 GB

[5]

European Committee for Standardization, 1991, EN26891 ECS

[6]

Mischler A, 1999, RILEM PROC, V8, P99

[7]

Mischler A., 1998, PUBL ETH ZURICH, P158

[8] Estimation of shear strength of dowel-type timber connections with multiple slotted-in steel plates by European yield theory [J].

Sawata, Kei ;

Sasaki, Takanobu ;

Kanetaka, Satoru .

JOURNAL OF WOOD SCIENCE, 2006, 52 (06) :496-502

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