Affiliation:
1. Chang`an University
2. Chang' an University,
3. New Era(Xi’an) Design Engineering Co.,LTD
4. China West Airport Group
Abstract
Recently, self-drilling screw connection is the most primary connection way in the cold-formed thin-wall steel structure, many scholars have studied its stress mechanism and shear capacity. This paper begins with several self-drilling screw stress mechanism and shear failure mode, introduces the domestic and international calculation, then summarize and analyze the research progress on the self-drilling screw. At last, prospect on the self-drilling screw shear capacity and application.
Publisher
Trans Tech Publications, Ltd.
Reference26 articles.
1. GB50018-2002, Technical code of cold-formed thin-wall structures, ( Beijing, China Planning Press, 2002).
2. Zhaoxin Hou, Jian Lv, Yuhong Wang, et. in: Application of self-drilling screws connection on the buildings(Industrial buildings, 29(9), 50-52, 1999).
3. YuWW, laBoube R A: University of missouri-rolla research on cole-formed steel structures (Thin-Walled Structures, 28(3/4)213-223, 1997).
4. Rogers CA, Hancock GJ: Screwed connection test of Thin G550 and G300 sheet steels (Journal of Structural Engineering, 125( 2): 128-136, 1999).
5. Iron and Steel Union Code in Japan. Light sheet steel design manual(Japan, Church Publishing Science and Technology News, 2002).
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1 articles.
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