An experimental study of cold formed steel trusses using mechanical clinching

被引:40
作者
Pedreschi, R. F. [1 ]
Sinha, B. P. [2 ]
机构
[1] Univ Edinburgh, Sch Arts Culture & Environm, Edinburgh EH1 1JZ, Midlothian, Scotland
[2] Univ Edinburgh, Sch Engn & Elect, Edinburgh EH1 1JZ, Midlothian, Scotland
关键词
connections; steel; structures; trusses; testing;
D O I
10.1016/j.conbuildmat.2006.12.014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper describes an investigation into the use of mechanical clinching in cold-formed steel trusses. A series of full-scale tests on trusses with varying configurations of chord and internal members was undertaken. In addition a series of small-scale tests was carried out on samples replicating the nodal connections between the chord and the tie elements of the truss. The results of the small-scale tests are compared with the behaviour of the trusses. The number of clinches has a marked influence on the strength, deformation and failure mode of the trusses. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:921 / 931
页数:11
相关论文
共 18 条
[1]  
DAVIES R, 1996, THESIS U EDINBURGH
[2]  
DAVIES RJ, 1996, THIN WALL STRUCT, V23, P153
[3]  
EGAN M, 1998, RETHINKING CONSTRUCT
[4]  
GOPFERT D, 1993, THESIS TU HAMBURG GE
[5]  
HELENIUS A, 2000, 202 VTT
[6]  
*ICBO, 1999, ER5439 ICBO, P3
[7]  
KARI K, 1999, LOAD SHARING PRESS J
[8]  
Lawson R.M., 2005, Struct. Eng, V83, P28
[9]  
LEIBIG HP, 1984, BANDER BLECHE ROHRE, V25, P3
[10]  
LENNON R, 1998, COMPARATIVE STUDY ME