A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Investigation into FRP repaired RC columns
Due to the aging of the infrastructures in this country, repair and rehabilitation of damaged steel reinforced concrete (RC) structures using fiber reinforced plastics (FRP) are increasingly becoming a topic of interest in the infrastructure community. In this study, a finite element analysis using ANSYS was used to conduct a parametric analysis. Experiments were also conducted to justify the finite element analysis results. A reasonable agreement was found between the finite element analysis and the test results. The effect of the thickness, stiffness, and fiber orientation of the FRP layers as well as the interfacial bonding between the FRP and the concrete on the strength and stiffness of the repaired columns was evaluated using the finite element modeling.
Investigation into FRP repaired RC columns
Due to the aging of the infrastructures in this country, repair and rehabilitation of damaged steel reinforced concrete (RC) structures using fiber reinforced plastics (FRP) are increasingly becoming a topic of interest in the infrastructure community. In this study, a finite element analysis using ANSYS was used to conduct a parametric analysis. Experiments were also conducted to justify the finite element analysis results. A reasonable agreement was found between the finite element analysis and the test results. The effect of the thickness, stiffness, and fiber orientation of the FRP layers as well as the interfacial bonding between the FRP and the concrete on the strength and stiffness of the repaired columns was evaluated using the finite element modeling.
Investigation into FRP repaired RC columns
Untersuchung von mit faserverstärkten Kunststoffen instandgesetzten Stahlbetonsäulen
Li, G. (author) / Kidane, S. (author) / Pang, S.S. (author) / Helms, J.E. (author)
2003
5 Seiten, 5 Bilder, 3 Tabellen, 8 Quellen
Conference paper
English
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