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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2021, Vol. 40 ›› Issue (12): 3976-3984.

• Cement and Concrete • Previous Articles     Next Articles

Mechanical Properties and Damage Mechanism of Basalt Textile Reinforced Concrete after High Temperature

HOU Zhenguo1,2, HE Haiying1,2, XU Ping3, SUN Weidong1,2, DAI Junfeng1,2, HU Guangqin1,2   

  1. 1. China Construction Seventh Engineering Division Corp. Ltd, Zhengzhou 450004, China;
    2. China Construction Seventh Engineering Division Corp. , Ltd General Contracting Company, Zhengzhou 450004, China;
    3. School of Civil Engineering, Hennan Polytechnic University, Jiaozuo 454003, China
  • Online:2021-12-15 Published:2022-01-07

Abstract: Basalt textile reinforced concrete (TRC) was prepared with Portland and high aluminate cement respectively. The damage mechanism of TRC after high temperature was investigated by four-point bending test, XRD diffraction and SEM. The results show that basalt fiber textile can effectively reduce the deformation of TRC sheets and inhibit the expansion of cracks at high temperature. The deformation and mass loss of high aluminate cement-based TRC are smaller than those of Portland cement-based TRC after high temperature. The flexural bearing capacity of basalt TRC decreases approximately linearly with the increase of temperature, and the decrease is mainly due to the combined effect of three factors: the damage of concrete matrix at high temperature, the high temperature deterioration of fiber woven fabric, the deterioration of bond between fiber and TRC matrix. SEM analysis shows that high aluminate cement-based TRC is denser and more resistant to high temperature than Portland cement-based TRC. This study provides a reference for the design and application of TRC in high temperature environment.

Key words: basalt textile reinforced concrete, high aluminate cement, four-point bending test, high temperature, microstructure, damage mechanism

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