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Flexural behavior of reinforced concrete beams with high performance fiber reinforced cementitious composites

高性能纤维增强水泥基复合材料钢筋混凝土梁的抗弯性能

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Abstract

This article presents an experimental study on the flexural performance of reinforced concrete (RC) beams with fiber reinforced cementitious composites (FRCC) and hybrid fiber reinforced cementitious composites (HFRCC) in the hinge portion. Beam specimens with moderate confinement were used in the study and tested under monotonic loading. Seven diverse types of FRCC including hybrid composites using fibers in different profiles and in different volumes are employed in this study. Companion specimens such as cylindrical specimens and prism specimens are also used to study the physical properties of composites employed. The moment-curvature, stiffness behavior, ductility, crack pattern and modified flexural damage ratio are the main factors considered in this study to observe the efficacy of the employed hybrid composites. The experimental outputs demonstrate the improved post yield behavior with less rate of stiffness degradation and better damage tolerance capacity than conventional technique.

摘要

本文对纤维增强水泥基复合材料(FRCC)和混和纤维增强水泥基复合材料(HFRCC)在铰链部分的 抗弯性能进行了试验研究。采用中等约束的梁试件, 在单调荷载作用下进行试验。本研究采用了7 种 不同类型的FRCC, 包括混和纤维在不同截面、不同体积下的复合材料。同时采用柱状试样和棱镜试 样等伴随试样, 研究复合材料的物理性能。弯矩−曲率、刚度特性、延性、裂纹形态和修正的弯曲损 伤率是研究混和复合材料使用效果中的主要因素。实验结果表明, 改进后材料的屈服性能、刚度退化 率较低, 损伤容限能力优于常规技术的。

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Acknowledgments

Authors thank the support of Reliance Industries and Bakaert Industries, India for providing fiber for the experimental work.

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Authors and Affiliations

  1. CSIR-Central Building Research Institute, Roorkee, 247667, India

    Chidambaram R. Siva

  2. Department of Earthquake Engineering, Indian Institute of Technology Roorkee, Roorkee, 247667, India

    Agarwal Pankaj

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Correspondence to Chidambaram R. Siva.

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Siva, C.R., Pankaj, A. Flexural behavior of reinforced concrete beams with high performance fiber reinforced cementitious composites. J. Cent. South Univ. 26, 2609–2622 (2019). https://doi.org/10.1007/s11771-019-4198-0

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  • DOI: https://doi.org/10.1007/s11771-019-4198-0

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