An experimental investigation into lapped moment connections between Z sections

被引：0
|
作者：
Ho, HC [1 ]
Chung, KF [1 ]
机构：
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Peoples R China
来源：
ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS | 2002年
关键词：
bolted moment connections; generic lapped sections; roof systems; moment resistance of connections; flexural failure;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents an experimental investigation on the structural performance of bolted moment connections between lapped cold-formed steel Z sections. A total of 12 one point load tests on generic lapped connections between Z sections with various lap lengths were carried out, and both the moment resistances and the effective flexural rigidities of the generic lapped connections between Z sections were compared. In all tests, flexural failure in the Z sections at the end of lap was found. Among all tests, the moment resistances of the generic lapped connections are found to range from 0.79 to 1.60 of the moment resistances of the connected sections. Thus, it is demonstrated that effective bolted moment connections in the generic lapped connections between cold-formed steel Z sections may be achieved. The experimental investigation provides test data for the development of design rules for bolted moment connections between generic lapped Z sections.
引用
收藏
页码：437 / 444
页数：8
相关论文
共 50 条
  • [21] EXPERIMENTAL INVESTIGATION ON BOLTED ANGLE CONNECTIONS FOR COLD-FORMED STEEL SECTIONS
    Tan, C. S.
    Tahir, M. M.
    Shek, P. N.
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 186 - 192
  • [22] Experimental investigation of the seismic behavior of reinforced concrete beam to concrete-filled steel tube column lapped connections
    Zha, Xiao-Xiong
    Yu, Hang
    Zhang, Shi-Chun
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2009, 41 (SUPPL. 2): : 177 - 180
  • [23] Experimental investigation of repaired and retrofitted reinforced concrete moment frame connections with polymer composites
    Mosallam, AS
    Lau, EK
    PROCEEDINGS OF THE EIGHTH JAPAN-U.S. CONFERENCE ON COMPOSITE MATERIALS, 1999, : 1001 - 1009
  • [24] Cyclic instability of steel moment connections with reduced beam sections
    Uang, CM
    Fan, CC
    BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2000, : 747 - 753
  • [25] Feasibility of slotted end connections improved with thicker sections in tension: Experimental and numerical investigation
    Liu, Z. Q.
    Lin, Y.
    Luo, B.
    Wang, Q.
    Zhang, W. T.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 184
  • [26] Structural behavior of lapped cold-formed steel Z sections with generic bolted configurations
    Ho, H. C.
    Chung, K. F.
    THIN-WALLED STRUCTURES, 2006, 44 (04) : 466 - 480
  • [27] Behaviour of multi-span cold-formed Z-purlins with bolted lapped connections
    Dubina, Dan
    Ungureanu, Viorel
    THIN-WALLED STRUCTURES, 2010, 48 (10-11) : 866 - 871
  • [28] Experimental investigation of bolted cold formed steel frame apex connections under pure moment
    Elkersh, Ibrahim
    AIN SHAMS ENGINEERING JOURNAL, 2010, 1 (01) : 11 - 20
  • [29] Experimental investigation of beam-to-tubular column moment connections under column removal scenario
    Li, Ling
    Wang, Wei
    Chen, Yiyi
    Lu, Yong
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 88 : 244 - 255
  • [30] Lapped cold-formed steel Z-shaped purlin connections with vertical slotted holes
    Liu, J.
    Xu, L.
    Fox, S.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 107 : 150 - 161
12345