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논문 기본 정보

자료유형
학술저널
저자정보
M. Adil Dar (Indian Institute of Technology Delhi) N. Subramanian (Consulting Engineer) Amer I. Rather (National Institute of Technology Srinagar) A.R. Dar (National Institute of Technology Srinagar) James B. P. Lim (University of Auckland) M. Anbarasu (Government College of Engineering Salem) Krishanu Roy (University of Auckland)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.33 No.2
발행연도
2019.1
수록면
225 - 243 (19page)

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Cold-formed steel (CFS) sections when used as primary load carrying members often require additional strengthening for retrofitting purposes. In some cases, it is also necessary to reduce deflections in order to satisfy serviceability requirements. The introduction of angle sections, screwed to the webs so as to act as external stiffeners, has the potential to both increase flexural strength as well as reduce deflections. This paper presents the results of ten four-point bending tests, on built-up CFS sections, both open and closed, with different stiffening arrangements. In the laboratory tests, the stiffening arrangements increased the moment capacity and stiffness of the CFS beams by up to 85% and 100% respectively. The increase in moment capacity was more evident for the open sections, while that reduction in deflection was largest for the closed sections.

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