Fatigue behaviour of nailed tubular connections

被引:0
|
作者
Kosteski, N [1 ]
Packer, JA [1 ]
van Wingerde, AM [1 ]
机构
[1] Univ Toronto, Toronto, ON, Canada
来源
PROCEEDINGS OF THE NINTH (1999) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL IV, 1999 | 1999年
关键词
steel structures; tubes; splices; connections; nailing; fatigue;
D O I
暂无
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Tests on nailed connections under static axial tension or compression loading have resulted in published limit states design procedures for these types of splice connections. This paper represents the results of an experimental study on the fatigue behaviour and performance of similar nailed tubular connections. A total of 14 lapped splice nailed tubular connections have been tested in fatigue under constant amplitude loading, with variables including tube thickness, number of nails and stress range. The performance of nailed tubular connections has consistently proven to be both reliable and predictable, both under static and now fatigue loading conditions. As such, design criteria for nailed connections can safely and easily be included in structural design codes.
引用
收藏
页码:97 / 103
页数:7
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