Impact Factor (2025): 6.9
DOI Prefix: 10.47001/IRJIET
Structural members such as beams and columns may undergo substandard
detailing of steel reinforcement, deterioration of concrete and steel under
severe environmental attacks such as earthquakes, fire accidents and marine
exposure. In such cases replacement of full structure will be expensive due to
material and manpower and also creates an impact on culture considering
heritage structures such as temples. The other solution for this problem is to
retrofit these damaged and deteriorated structural members to meet the exposure
conditions. Repair and rehabilitation of Reinforced Concrete (RC) structures
can be generally carried out by conventional techniques such as concrete and
steel jacketing. Now-a-days some advanced retrofitting methods such as external
prestressing and Fiber Reinforced Polymer (FRP) composite wrapping etc.
have become popular due to their excellent properties such as corrosion resistance,
durability, ease of application and adding less dead weight to the structure
without affecting the aesthetic appearance. The aim of this paper is to provide
a overview of experimental studies and analytical models available for
retrofitting of RC columns using FRP composites. This paper focuses on
retrofitting of RC rectangular columns which is most common in heritage
structures without modifying the shape of the cross section. The paper also
highlights the design guidelines and recommendations available for retrofitting
of RC columns with side aspect ratio greater than 2.0 and identifies potential
research gaps for further research in the field of retrofitting of RC columns.
Country : India
IRJIET, Volume 5, Issue 11, November 2021 pp. 28-37