Abstract
In this paper the bond behavior of external FRP reinforcement anchored in an high stressed zone of RC beams has been investigated under monotonic and cyclic actions. The detailed study of the experimental strain distributions along the FRP strengthening has evidenced a progressive damage of bond at increasing the cycles and the influence of steel yielding propagation under both monotonic and cyclic load histories.© 2011 Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg .
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CITATION STYLE
Ceroni, F., Pecce, M., & Bibbò, F. A. (2011). The anchorage behavior of FRP EBR in the plastic zone of RC beams. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 849–853). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_187
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