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논문 기본 정보

자료유형
학술저널
저자정보
M. Adil Dar (Indian Institute Technology Delhi) N. Subramanian (Consulting Engineer) A.R. Dar (National Institute of Technology Srinagar) Amer Iliyas Rather (Indian Institute of Technology Delhi) Mir Atif (Indian Institute of Technology Delhi) Sayeeda Syed (Indian Institute of Technology Delhi)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.70 No.3
발행연도
2019.1
수록면
303 - 310 (8page)

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Any revision of seismic codes usually demands a higher capacity from structural members, making existing structures unsafe particularly from strength considerations. Retrofitting of capacity deficient members is very suitable for tackling such situations. This paper presents an experimental study on different retrofitting measures adopted for strengthening a series of reinforced concrete (RC) beams. Four identical RC beam specimens were casted, out of which three specimens were strengthened by different schemes (viz., bolted hot rolled flat, bolted cold-formed steel channel, and carbon fibre reinforced polymer (CFRP) laminate, respectively) on their tension face and tested under four-point monotonic loading. This study focuses on the investigation of the flexural behaviour of these retrofitted beams, observed in terms of strength and stiffness. It was concluded that all retrofitting measures improved the structural performance of these beams. However, the cost involved with each strengthening mode was proportional to the improvement in the performance achieved.

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