Research Progress and Prospect on Self-Drilling Screw Connection Shear Capacity

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.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 187-193
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.187
• Online since: May 2012
• Authors: Lin Feng Lu, Ya Ping Zhang, Wen Qi Fang, Dong Hua Yang
• Keywords: Cold-Formed Thin-Wall Steel, Failure Mode, Self-Drilling Screw, Shear Capacity

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