Abstract
Results reported in this paper deal with the bond properties between concrete and an inorganic polymer Fiber Reinforced Polymer (FRP). Tests were conducted using reinforced and plain concrete beams strengthened with carbon fibers and inorganic matrix. Beams were tested under flexural monotonic loading. None of the beams failed by FRP delamination, which is the most common mode of failure for organic polymer FRP strengthened beams. Test results and analysis with particular focus on failure mechanism are presented.
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CITATION STYLE
Papakonstantinou, Ch., & Balaguru, P. (2007). BOND CHARACTERISTICS AND STRUCTURAL BEHAVIOR OF INORGANIC POLYMER FRP. In Measuring, Monitoring and Modeling Concrete Properties (pp. 735–741). Springer Netherlands. https://doi.org/10.1007/978-1-4020-5104-3_89
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