Tensile and compressive properties and crack distribution of polyethylene fiber reinforced high ductile alkali-activated slag composites

被引:0
|
作者
Kan L. [1 ]
Pang C. [1 ]
Wang F. [1 ]
Xue J. [1 ]
Zhao S. [1 ]
Liu W. [1 ]
Zhao Y. [2 ]
机构
[1] School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai
[2] Shanghai Baosteel New Building Materials Technology Limited Company, Shanghai
关键词
Alkali-activated slag; Curing ages; Digital image correlation (DIC); Fiber reinforced; High ductility; Tensile and compressive properties;
D O I
10.13801/j.cnki.fhclxb.20210302.003
中图分类号
学科分类号
摘要
Activated by alkaline activator, polyethylene (PE) fiber reinforced high ductile alkali-activated slag composites were prepared using slag as the main raw material and fly ash as auxiliary material. The tensile and compressive properties of the composites under different curing ages (1 day, 3 days, 7 days, 28 days, 56 days and 120 days) were studied through uniaxial tensile and compressive tests, and the cracks were characterized by a digital image correlation technology (DIC). The results show that the alkali-activated slag owns a good high ductility and early strength. The strength value at 7 days can reach more than 84% of the ultimate strengths (the ultimate tensile and compressive strengths are 5.05 MPa and 91.24 MPa, respectively), 5.74% for the tensile strain, and the multi-cracking is basically saturated. After 28 days, the tensile and compressive properties become stable (tensile and compressive strengths and tensile strain keep around 6 MPa, 100 MPa and 6%, respectively). DIC analysis cloud maps visually describe the formation and propagation of cracks, which can be applied to predict reliably the direction and location of cracks to a certain extent. © 2021, Editorial Office of Acta Materiae Compositae Sinica. All right reserved.
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页码:4305 / 4312
页数:7
相关论文
共 21 条
  • [11] VICTOR C LI., Tailoring ECC for special attributes: A review, International Journal of Concrete Structures and Materials, 6, pp. 135-144, (2012)
  • [12] VICTOR C LI, LIN Jianhui, YU Jiangtao, Mechanical properties of PVA fiber reinforced cementitious composites after thermal treatment, Acta Materiae Compositae Sinica, 33, 1, pp. 116-122, (2016)
  • [13] NOWELL D., Application of digital image correlation to the investigation of crack closure following overloads, Procedia Engineering, 2, pp. 1035-1043, (2010)
  • [14] QING Longbang, CAO Guorui, GUAN Junfeng, Experimental investigation of the concrete permissible damage scale based on the digital image correlation method, Engineering Mechanics, 36, 10, pp. 115-121, (2019)
  • [15] ZHAO Yanru, XING Yongming, HUANG Jianyong, Et al., Study on the fiber-reinforced concrete pull-out test using digital image correlation method, Engineering Mechanics, 27, 6, pp. 169-175, (2010)
  • [16] ZHAO Yanru, HAO Song, WANG Lei, Et al., Impact damage characteristics of steel fiber reinforced cement matrix composites based on digital image correlation, Acta Materiae Compositae Sinica, 35, 5, pp. 1325-1331, (2018)
  • [17] YU Xinlu, FU Yingqian, DONG Xinlong, Et al., Experimental study on one-dimensional stress spall of unidirectional reinforced concrete, Engineering Mechanics, 37, 1, pp. 80-87, (2020)
  • [18] KAN L L, SHI R X, ZHAO Y J, Et al., Feasibility study on using incineration fly ash from municipal solid waste to develop high ductile alkali-activated composites, Journal of Cleaner Production, 254, (2020)
  • [19] COLLINS F G, SANJAYAN J G., Microcracking and strength development of alkali activated slag concrete, Cement and Concrete Composites, 23, pp. 345-352, (2001)
  • [20] NUNES L C, REIS J M L., Estimation of crack-tip-opening displacement and crack extension of glass fiber reinforced polymer mortars using digital image correlation method, Materials and Design, 33, 1, pp. 248-253, (2012)