Mechanical Properties of Polyvinyl Alcohol Fiber Recycled Concrete Under Compression and Shear

被引:0
|
作者
Chen Y. [1 ]
Zhang S. [1 ]
Xu J. [2 ]
Ye P. [1 ]
Jiang R. [1 ]
机构
[1] School of Civil Engineering, Guangxi University of Science and Technology, Guangxi, Liuzhou
[2] School of Civil Engineering, Nanjing Tech University, Nanjing
来源
Cailiao Daobao/Materials Reports | 2023年 / 37卷 / 11期
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
compressive and shearing loading; mechanical property; polyvinyl alcohol fiber; recycled aggregate concrete; shear strength;
D O I
10.11896/cldb.21090102
中图分类号
学科分类号
摘要
In order to study the influence of polyvinyl alcohol (PVA) fiber on the mechanical properties of recycled aggregate concrete under compression and shear, 144 cubes were designed and fabricated using replacement rate of recycled coarse aggregate, compressive stress ratio and volume content of PVA fiber as the changing parameters. The specimen is subjected to compression shear test. The failure mode of the specimen was observed, the load⁃displacement curve and the vertical deformation⁃shear displacement curve were obtained, and the influence of different changing parameters on the shear strength and peak displacement was analyzed. The results show that: the shear strength of recycled concrete with 0.1% PVA fiber increased by 10%; with the increase of compressive stress ratio, the shear strength of the specimen increased by 2.03 times on average. Compared with ordinary concrete, the shear strength of recycled concrete decreases by 13% on average%. When the replacement rate of recycled coarse aggregate is 100%, the optimum content of PVA fiber is 0.1%; the calculation formula of the shear strength of PVA fiber recycled aggregate concrete under compression and shear is proposed when the content of fiber is 0.1%. © 2023 Cailiao Daobaoshe/ Materials Review. All rights reserved.
引用
收藏
相关论文
共 16 条
  • [1] Deng X H, Gao X Y, Wang R, Et al., Materials Reports, 35, 16, (2021)
  • [2] Cao W L, Xiao J Z, Ye T P, Et al., Journal of Building Structures, 41, 12, (2020)
  • [3] Wang X H, Liu B K, Zhang C., Construction and Building Materials, 132, (2017)
  • [4] Wu C R, Zhu Y G, Zhang X T, Et al., Cement and Concrete Composites, 94, (2018)
  • [5] Yeswanth P, Sudhakar M, Heeralal M, Et al., Materials Today: Procee⁃ dings, 38, (2021)
  • [6] Osman B H, Sun X, Tian Z H, Et al., Shock and Vibration, 5, (2019)
  • [7] Bai G, Tian Y, Yu L W, Et al., Materials Reports, 32, 12, (2018)
  • [8] Wang X G, Jiang M L, Chen X, Et al., Acta Materiae Compositae Sinica, 39, 3, (2022)
  • [9] Rahal K N, Al-Khaleefi A L., ACI Structural Journal, 112, 6, (2015)
  • [10] Deng M K, Liu H Z, Ma F D, Et al., Acta Materiae Compositae Sinica, 37, 2, (2020)