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Numerical Simulation of Steel Fiber's Crack Resistance on Cement-based Composites

Received: 20 September 2020     Published: 4 November 2020
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Abstract

In this paper, the cement base and steel fiber are modeled separately through a separate model. The cement base uses a concrete damage plastic model; while the steel fiber imports the programmed program into the simulation software to generate randomly distributed steel fibers, and the steel fiber uses a truss unit. After the separation model is modeled, it is combined with the extended finite element to simulate the cracks of the steel fiber reinforced cement-based beam with I-shaped notch under the action of three-point bending, and the crack propagation until the cement-based beam is completely broken. According to the simulation results, the load-deflection and load-crack opening displacement curves of the cement base were drawn; the crack evolution process was tracked; various fracture parameters were calculated; and the stress time history curves of the steel fibers in different regions were drawn. The results show that: steel fiber can effectively improve the fracture energy and fracture toughness of the cement base, and play a toughening and crack resistance effect on the cement base; the crack resistance of steel fiber is mainly produced by the steel fiber in the middle span and the crack area. The steel fibers at both ends of the beam have little effect on the cement base.

Published in Science Discovery (Volume 8, Issue 6)
DOI 10.11648/j.sd.20200806.14
Page(s) 139-145
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2020. Published by Science Publishing Group

Keywords

Steel Fiber, Cement-based, Extended Finite Element Method, Fracture Process, Fracture Parameter

References
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  • APA Style

    Chen Jiahao, Xu Zhihong, Zhang Yong, Zhu Kangwei. (2020). Numerical Simulation of Steel Fiber's Crack Resistance on Cement-based Composites. Science Discovery, 8(6), 139-145. https://doi.org/10.11648/j.sd.20200806.14

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    ACS Style

    Chen Jiahao; Xu Zhihong; Zhang Yong; Zhu Kangwei. Numerical Simulation of Steel Fiber's Crack Resistance on Cement-based Composites. Sci. Discov. 2020, 8(6), 139-145. doi: 10.11648/j.sd.20200806.14

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    AMA Style

    Chen Jiahao, Xu Zhihong, Zhang Yong, Zhu Kangwei. Numerical Simulation of Steel Fiber's Crack Resistance on Cement-based Composites. Sci Discov. 2020;8(6):139-145. doi: 10.11648/j.sd.20200806.14

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  • @article{10.11648/j.sd.20200806.14,
      author = {Chen Jiahao and Xu Zhihong and Zhang Yong and Zhu Kangwei},
      title = {Numerical Simulation of Steel Fiber's Crack Resistance on Cement-based Composites},
      journal = {Science Discovery},
      volume = {8},
      number = {6},
      pages = {139-145},
      doi = {10.11648/j.sd.20200806.14},
      url = {https://doi.org/10.11648/j.sd.20200806.14},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200806.14},
      abstract = {In this paper, the cement base and steel fiber are modeled separately through a separate model. The cement base uses a concrete damage plastic model; while the steel fiber imports the programmed program into the simulation software to generate randomly distributed steel fibers, and the steel fiber uses a truss unit. After the separation model is modeled, it is combined with the extended finite element to simulate the cracks of the steel fiber reinforced cement-based beam with I-shaped notch under the action of three-point bending, and the crack propagation until the cement-based beam is completely broken. According to the simulation results, the load-deflection and load-crack opening displacement curves of the cement base were drawn; the crack evolution process was tracked; various fracture parameters were calculated; and the stress time history curves of the steel fibers in different regions were drawn. The results show that: steel fiber can effectively improve the fracture energy and fracture toughness of the cement base, and play a toughening and crack resistance effect on the cement base; the crack resistance of steel fiber is mainly produced by the steel fiber in the middle span and the crack area. The steel fibers at both ends of the beam have little effect on the cement base.},
     year = {2020}
    }
    

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  • TY  - JOUR
    T1  - Numerical Simulation of Steel Fiber's Crack Resistance on Cement-based Composites
    AU  - Chen Jiahao
    AU  - Xu Zhihong
    AU  - Zhang Yong
    AU  - Zhu Kangwei
    Y1  - 2020/11/04
    PY  - 2020
    N1  - https://doi.org/10.11648/j.sd.20200806.14
    DO  - 10.11648/j.sd.20200806.14
    T2  - Science Discovery
    JF  - Science Discovery
    JO  - Science Discovery
    SP  - 139
    EP  - 145
    PB  - Science Publishing Group
    SN  - 2331-0650
    UR  - https://doi.org/10.11648/j.sd.20200806.14
    AB  - In this paper, the cement base and steel fiber are modeled separately through a separate model. The cement base uses a concrete damage plastic model; while the steel fiber imports the programmed program into the simulation software to generate randomly distributed steel fibers, and the steel fiber uses a truss unit. After the separation model is modeled, it is combined with the extended finite element to simulate the cracks of the steel fiber reinforced cement-based beam with I-shaped notch under the action of three-point bending, and the crack propagation until the cement-based beam is completely broken. According to the simulation results, the load-deflection and load-crack opening displacement curves of the cement base were drawn; the crack evolution process was tracked; various fracture parameters were calculated; and the stress time history curves of the steel fibers in different regions were drawn. The results show that: steel fiber can effectively improve the fracture energy and fracture toughness of the cement base, and play a toughening and crack resistance effect on the cement base; the crack resistance of steel fiber is mainly produced by the steel fiber in the middle span and the crack area. The steel fibers at both ends of the beam have little effect on the cement base.
    VL  - 8
    IS  - 6
    ER  - 

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Author Information
  • School of Science, Nanjing University of Science and Technolgy, Nanjing, China

  • School of Science, Nanjing University of Science and Technolgy, Nanjing, China

  • School of Science, Nanjing University of Science and Technolgy, Nanjing, China

  • School of Science, Nanjing University of Science and Technolgy, Nanjing, China

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