Abstract
This paper puts forward a thought of a FRP (Fiber Reinforced Polymer) anti-buckling strengthening of steel members. Through compression tests of 14 specimens, the influence of slenderness ratio, binding (filled or not filled), fillers, as well as connection methods to the core steel compression performance was studied. The results show that the reinforcement changes the ultimate failure mode of the specimen, and increases the ultimate bearing capacity and ductility to varying degrees. It is worthy of further research and has the value of promotion in practice. © 2011 Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg.
Cite
CITATION STYLE
Bekey, S., Peng, F., & Lieping, Y. Y. (2011). Experimental study on behavior of FRP anti-buckling strengthening steel members. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 919–924). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_203
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