Cold-formed steel flexural member with edge stiffened holes: Behavior,optimization, and design |
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| Affiliation: | 1. SPACE, David Keir Building, Queen”s University, Belfast, BT9 5AG, UK;2. Department of Mechanical and Aerospace Engineering, The University of Strathclyde, 75 Montrose Street, Glasgow G1 1XJ, UK;3. Civil and Environmental Engineering, The University of Auckland, 20 Symonds Street, Auckland, New Zealand;4. Department of Mechanical and Aerospace Engineering, Queen”s University, Belfast, BT9 5AH, UK;5. Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China |
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| Abstract: | Circular holes are commonly found on the web of cold-formed steel (CFS) flexural members for piping, electric-wiring, plumbing, or installing lateral bracing, etc. Traditional holes on CFS members are flat bunched without edge lips. A new generation of CFS C-section flexural members with edge stiffened holes was recently developed by the industry. However, research on the new generation C-section members is underdeveloped and available test results are limited. This paper presents finite element analyses to study on the stability of cold-formed steel thin plates and typical C-section members when edge stiffened circular holes are placed on those plates or members. Based on the elastic buckling analyses, the optimized profiles of the holes are obtained and then applied to standard C-section flexural members. The post-buckling finite element analysis is utilized to determine the flexural strength of those members. The results indicate that the stiffened holes can significantly improve the flexural strength of CFS C-sections. New design provisions are proposed to accurately predict the flexural strength of the new generation C-section flexural members with the optimized hole profiles. |
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