Interface mechanical bonding properties between coarse synthetic polypropylene fiber and cement mortar

被引:0
|
作者
Li C. [1 ]
Chen X. [1 ]
Zhang X. [1 ]
Wang H. [1 ]
机构
[1] School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin
关键词
ABAQUS finite element; coarse polypropylene fiber; interfacial bonding properties; numerical simulation; test of single fiber drawing;
D O I
10.13801/j.cnki.fhclxb.20220624.001
中图分类号
学科分类号
摘要
The interfacial bonding mechanical properties of fiber-embedded cement-based materials play an important role in the mechanical properties of fiber-reinforced concrete materials. The pull-out test of single fiber can better simulate the stress conditions between the fiber and the cement matrix material interface. Therefore, a pullout test of a single coarse polypropylene fiber from cement mortar matrix was carried out which considered three fiber diameters (0.2 mm, 0.6 mm, 0.8 mm), three fiber embedding lengths (10 mm, 20 mm, 30 mm), three fiber surface properties (indentation type, wave type, smooth type) and three kinds of cement mortar matrix water-binder ratio (0.66, 0.51, 0.41) influencing factors. The morphological characteristics of the fibers after being pulled out were observed by SEM, a numerical model of the fiber pull-out process was established by ABAQUS finite element to study the shear stress between a single fiber and the cement-based interface. At the same time, the experimental results and the simulation results were numerically fitted, and the influence rules of various factors on the interface bonding mechanical properties were obtained: (1) The optimum water-binder ratio of cement mortar is 0.41-0.49; (2) The embedded length of the synthetic crude polypropylene fiber is 8-10 mm, and the optimal fiber diameter is in the range of 0.26-0.39 mm; (3) When the fiber surface properties are indentation type, the utilization rate of fibers in cement-based materials is large, and the interface bonding performance with cement mortar is good. © 2023 Beijing University of Aeronautics and Astronautics (BUAA). All rights reserved.
引用
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页码:2427 / 2440
页数:13
相关论文
共 25 条
  • [1] HUI Z, RENA Y., Inclined fiber pullout from a cementitious matrix: A numerical study[J], Materials, 9, 10, (2016)
  • [2] HUI Hongyi, LI Zongli, LV Congcong, A review of the research methods and progress of concrete meso-mechanics[J], Concrete, 9, pp. 26-30, (2017)
  • [3] HE Rui, Characteristics and structural analysis of high toughness cement concrete paving materials, (2013)
  • [4] CHEN Gongzeng, MA Xurong, Interfacial bonding properties of fiber-cement based materials[J], Road Construction Machinery and Construction Mechanization, 35, 7, pp. 75-78, (2018)
  • [5] LI Dawei, Experimental research on bonding properties of steel fiber and mortar after high temperature, (2020)
  • [6] FENG Lu, Experimental study on bonding properties of magnesium phosphate cement mortar and steel fiber, (2018)
  • [7] SHANG Xiulin, A review of research on fiber-matrix interface zone in fiber-reinforced cement concrete, Construction Engineering Technology and Design, 18, pp. 3384-3384, (2017)
  • [8] CHEN Yadi, HONG Li, JIANG Jin, Et al., Pull-out test study of basalt fiber in cement mortar matrix, Silicate Bulletin, 38, 9, pp. 2985-2991, (2019)
  • [9] CHENG Jun, LIU Jiaping, ZHANG Lihui, Testing and mechanism analysis of fiber-matrix bonding performance of ultra-high performance concrete, Concrete and Cement Products, 5, pp. 62-66, (2016)
  • [10] WANG Zhaoyao, BI Jihong, ZHAO Yun, Et al., Calculation model of mechanical properties of sloping end hook-shaped steel fiber pull-out in cement-based materials, Acta Materiae Compositae Sinica, 38, 12, pp. 4379-4392, (2021)