Experimental study on shear toughness of polyvinyl alcohol fiber reinforced engineered cementitious composite beams with different fiber contents

被引:0
|
作者
Wang Y. [1 ]
Liu X. [1 ]
Gao Y. [2 ]
Liu S. [3 ]
机构
[1] School of Civil Engineering, Inner Mongolia University of Technology, Hohhot
[2] School of Materials Science and Engineering, Inner Mongolia University of Technology, Hohhot
[3] School of Mining and Technology, Inner Mongolia University of Technology, Hohhot
关键词
Diagonal crack composite index; Fiber content; Polyvinyl alcohol fiber reinforced engineered cementitious composite (PVA/ECC); Shear toughness; Shear toughness index;
D O I
10.13801/j.cnki.fhclxb.20181108.006
中图分类号
学科分类号
摘要
The shear toughness of polyvinyl alcohol fiber reinforced engineered cementitious composite (PVA/ECC) beams without stirrups was studied in this paper. Based on the testing results of shear failure from five groups of PVA/ECC beams, the shear toughness of the PVA/ECC beams with different fiber contents were analyzed and evaluated while using the shear toughness index and the diagonal crack composite index as indicators. The results show that the incorporation of PVA fibers can improve the cracking performance and the deformation capacity of the beam, enhance the bearing capacity of the oblique section, and thereby increase the shear toughness of the member. Additionally, within 0-2vol% of volume fraction of PVA fiber, the larger volume of PVA fiber, the more energy is consumed in the loading process, and the greater deflection is made before reaching to the ultimate load with the higher shear capacity of the oblique section, the better shear toughness of the beam is obtained. © 2019, Editorial Office of Acta Materiae Compositae Sinica. All right reserved.
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页码:1968 / 1976
页数:8
相关论文
共 23 条
  • [1] Xu S., Li H., A review on the development of research and application of ultra high toughness cementitious composites, China Civil Engineering Journal, 41, 6, pp. 45-60, (2008)
  • [2] Lepech M., Li V.C., Durability and long term performance of engineered cementitious composites, Proceedings of International Workshop on HPFRCC in Structural Applications, pp. 23-26, (2005)
  • [3] Rokogo K., Kanda T., Recent HPFRCC R& D Progress in Japan, Proceedings of International Workshop on HPFRCC in Structural Applications, pp. 23-26, (2005)
  • [4] Du X., Yuan J., Zhou H., Et al., The experimental study of size effect on shear capacity of reinforced concrete beam under low cyclic loading, Journal of Earthquake Engineering and Engineering Vibration, 31, 5, pp. 30-38, (2011)
  • [5] Standard test method for flexural toughness and first-crack strength of fiber reinforced concrete(using beam with third-point loading): ASTM C 1018, pp. 544-551, (1997)
  • [6] Test and design methods of steel fiber reinforced concrete: Bending test, Materials and Structures, 35, 9, pp. 579-582, (2002)
  • [7] Method of test for flexural strength and flexural toughness of fiber reinforced concrete: JSCE-SF4, pp. 45-51, (1984)
  • [8] Test Methods Used for Steel Fiber Reinforced Concrete: CECS 13: 2009, pp. 54-59, (2010)
  • [9] Zhao G., Peng S., Huang C., Steel Fiber Reinforced Concrete Structures, (1999)
  • [10] Huang W., Bian Z., Chen T., Experimental study on shear toughness of steel fiber high-strength reinforced concrete beams, Journal of Anhui University of Technology (Natural Science), 30, 3, pp. 313-317, (2013)