Abstract
Based on the punching shear test results of 9 simply supported concrete two-way slabs reinforced with basalt fiber reinforced polymer (BFRP) bars subjected to eccentric concentrated loading, the deflection distribution and the load-deflection characteristics of test slabs are investigated. The test results show that the deforma-tions of test slabs before punching shear failure are caused by bending moments. The concrete strength, the ratio of FRP bars reinforcement, the location of concentrated load and the ratio of punching span are the main factors that affect the load-deflection curves and the energy dissipations capacity of concrete two-way slabs reinforced with FRP bars under eccentric concentrated load. © Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg 2011.
Cite
CITATION STYLE
Zhu, H., Zhang, Y., Gao, D., & Xiao, Z. (2011). Deformation behavior of concrete two-way slabs reinforced with BFRP bars subjected to eccentric loading. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 296–300). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_63
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