• Journal of the Chinese Ceramic Society
  • Vol. 53, Issue 2, 367 (2025)
FANG Zhi1,2, XU Zhongxin1, LUO Haoqin1, TANG Zilong1..., LIU Qi3 and LIU Xinhua3|Show fewer author(s)
Author Affiliations
  • 1College of Civil Engineering, Hunan University, Changsha 410082, China
  • 2State Key Laboratory of Bridge Safety and Resilience (Changsha), Changsha 410082, China
  • 3China Communications Construction Company Second Highway Consultants Co., Ltd., Wuhan 430056, China
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    DOI: 10.14062/j.issn.0454-5648.20240185 Cite this Article
    FANG Zhi, XU Zhongxin, LUO Haoqin, TANG Zilong, LIU Qi, LIU Xinhua. Fatigue Resistance of Ultra-High-Performance Concrete Under Combined Tensile and Bending Action[J]. Journal of the Chinese Ceramic Society, 2025, 53(2): 367 Copy Citation Text show less
    References

    [1] DE LARRARD F, SEDRAN T. Optimization of ultra-high- performance concrete by the use of a packing model[J]. Cem Concr Res, 1994, 24(6): 997‒1009.

    [2] RICHARD P, CHEYREZY M. Composition of reactive powder concretes[J]. Cem Concr Res, 1995, 25(7): 1501–1511.

    [7] BARZIN M, CHOTE S. Closed-form moment-curvature expressions for homogenized fiber-reinforced concrete[J]. Am Concr Inst Mater J, 2007, 104(4): 351–359.

    [8] MAKITA T, BRHWILER E. Tensile fatigue behaviour of ultra-high performance fibre reinforced concrete (UHPFRC)[J]. Mater Struct, 2014, 47(3): 475–491.

    [9] PARANT E, ROSSI P, BOULAY C. Fatigue behavior of a multi-scale cement composite[J]. Cem Concr Res, 2007, 37(2): 264–269.

    [11] ROS J D, CIFUENTES H, BLASN S, et al. Flexural fatigue behaviour of a heated ultra-high-performance fibre-reinforced concrete[J]. Constr Build Mater, 2021, 276: 122209.

    FANG Zhi, XU Zhongxin, LUO Haoqin, TANG Zilong, LIU Qi, LIU Xinhua. Fatigue Resistance of Ultra-High-Performance Concrete Under Combined Tensile and Bending Action[J]. Journal of the Chinese Ceramic Society, 2025, 53(2): 367
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