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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2024, Vol. 43 ›› Issue (3): 914-921.

Special Issue: 资源综合利用

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Dynamic Compressive Mechanical Behavior of Basalt Fiber Reinforced Geopolymer Concrete under High Temperature

LENG Lingye1, ZHANG Pengfei2,3, LIANG Wenwen1   

  1. 1. College of Urban Construction, Jiangxi University of Technology, Nanchang 330098, China;
    2. Irrigation and Drainage Center in Jiangxi Province, Nanchang 330013, China;
    3. Department of Construction Engineering, Jiangxi Water Resources Institute, Nanchang 330013, China
  • Received:2023-11-03 Revised:2023-12-06 Online:2024-03-15 Published:2024-03-27

Abstract: In order to study the dynamic compressive mechanical behavior of basalt fiber reinforced geopolymer concrete (BFRGC) after high temperature, BFRGC specimens with fiber volume content of 0%, 0.1%, 0.2% and 0.3% were prepared, and dynamic impact tests of BFRGC specimens at 20, 200, 400, 600 and 800 ℃ were carried out. The results show that the static compressive strength, dynamic compressive strength and specific energy absorption of BFRGC specimens have obvious temperature enhancement effect and high temperature damage effect, and the peak strain shows a significant temperature plasticization effect. The temperature threshold of static compressive strength and dynamic compressive strength of BFRGC specimens is 400 ℃. With the increase of temperature, the static compressive strength, dynamic compressive strength and specific energy absorption of BFRGC specimens increase first and then decrease, and the peak strain increases continuously. The static compressive strength and dynamic mechanical properties of geopolymer concrete at room temperature and high temperature can be improved by adding appropriate content of basalt fiber, and the optimal content of basalt fiber is 0.1%.

Key words: geopolymer concrete, basalt fiber, dynamic mechanical property, high temperature, split Hopkinson pressure bar (SHPB)

CLC Number: