Insights into the fracture behavior of multi-scale fiber reinforced ultra-high performance cementitious composites after exposure to high temperatures

被引:0
|
作者
Zhang, Yao [1 ,2 ]
Zhang, Zhenghao [1 ]
Zhao, Weigang [1 ]
Sun, Guowen [1 ]
Yan, Zhiguo [2 ]
Zhu, Hehua [2 ]
Ju, J. Woody [3 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Safety Engn & Emergency Management, Shijiazhuang 050043, Peoples R China
[2] Tongji Univ, Dept Geotech Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China
[3] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
基金
中国国家自然科学基金;
关键词
Multi-scale hybrid fiber; High temperature; Fracture energy; Fracture toughness; Carbon fibers; QUASI-BRITTLE FRACTURE; DOUBLE-K CRITERION; CRACK-PROPAGATION; STEEL FIBER; MULTIPLE CRACKING; FIRE RESISTANCE; CONCRETE; TOUGHNESS; SIZE; PVA;
D O I
10.1016/j.tafmec.2025.104896
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Using multi-scale hybrid fibers can remarkably enhance the mechanical properties of ultra-high performance cement-based composites. However, the evolution of fracture properties of multi-scale hybrid fiber reinforced ultra-high performance cementitious composites (MFRUHCC) with temperature remains to be revealed, which is of great significance to the safety of engineering structures in a fire. This study delves into the fracture behavior of MFRUHCC reinforced with hybrid steel fibers, polyethylene fibers, and multi-length carbon fibers through three-point bending tests of pre-notched beams after exposure to temperatures of 20 degrees C, 200 degrees C, 400 degrees C, 600 degrees C, and 800 degrees C. The crack propagation, load-crack mouth opening displacement curves, strain distribution, and microstructural change are analyzed. Results illustrate that the hybrid utilization of carbon fibers and polyethylene fibers can improve the fracture energy and fracture toughness, but adding excessive fibrs can induce adverse effects. Although the steel fibers exhibit a slight influence on the initial fracture toughness, they can remarkably enhance the fracture energy and unstable fracture toughness. The highest unstable fracture toughness of MFRUHCC with 0.4 % short carbon fibers, 0.8 % medium carbon fibers, 0.4 % long carbon fibers, and 1.0 % polyethylene fibers and steel fibers is up to 48.99 MPa & sdot;m1/2. It is found that carbon fibers can restrict the propagation of microcracks and strengthen the interface between steel fibers and the matrix, while the steel and polyethylene fibers can bridge the macrocracks, producing a strong synergistic toughening effect. However, this effect can be weakened above 400 degrees C due to the thermal degradation of steel fibers. A micromechanical model is developed to estimate the fracture toughness by considering the contribution of various fibers and temperature. These findings provide essential insights into the high-temperature behavior of MSHFRC, contributing to the advancement of more resilient and fire-resistant composite materials for engineering applications.
引用
收藏
页数:20
相关论文
共 50 条
  • [1] Experimental study on the fracture behavior of a novel multi-scale fiber reinforced ultra-high performance concrete with hollow microspheres after high temperatures
    Zhang, Yao
    Feng, Pan
    Zhang, Shaoqi
    Zhao, Weigang
    Yan, Zhiguo
    Zhu, Hehua
    Ju, J. Woody
    ENGINEERING FRACTURE MECHANICS, 2025, 318
  • [2] An improved micromechanical model for the thermal conductivity of multi-scale fiber reinforced ultra-high performance concrete under high temperatures
    Zhang, Yao
    Lei, Qianru
    Zhao, Weigang
    Yang, Yumeng
    Wang, Yichao
    Yan, Zhiguo
    Zhu, Hehua
    Ju, J. Woody
    MATERIALS & DESIGN, 2023, 236
  • [3] Multi-scale study on penetration performance of steel fiber reinforced ultra-high performance concrete
    Sun, Weiwei
    Zhang, Wei
    Yuan, Jun
    Gao, Xudong
    Wu, Yuqing
    Ni, Wenze
    Feng, Jun
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 422
  • [4] Characterization of mechanical behavior and mechanism of hybrid fiber reinforced cementitious composites after exposure to high temperatures
    Zeng, Deming
    Cao, Mingli
    Ming, Xing
    MATERIALS AND STRUCTURES, 2021, 54 (01)
  • [5] Characterization of mechanical behavior and mechanism of hybrid fiber reinforced cementitious composites after exposure to high temperatures
    Deming Zeng
    Mingli Cao
    Xing Ming
    Materials and Structures, 2021, 54
  • [6] A multiscale investigation on the performance improvement of fiber-reinforced cementitious composites after exposure to high temperatures
    Soares Junior, Paulo Roberto Ribeiro
    Maciel, Priscila de Souza
    Corrêa, Elaine Carballo Siqueira
    Bezerra, Augusto Cesar da Silva
    Cement and Concrete Composites, 2022, 133
  • [7] A multiscale investigation on the performance improvement of fiber-reinforced cementitious composites after exposure to high temperatures
    Soares Jr, Paulo Roberto Ribeiro
    Maciel, Priscila de Souza
    Correa, Elaine Carballo Siqueira
    Bezerra, Augusto Cesar da Silva
    CEMENT & CONCRETE COMPOSITES, 2022, 133
  • [8] Multi-scale method for thermal conductivity of polypropylene fiber reinforced cementitious composites after high temperature
    Yao X.
    Han Y.
    Shen L.
    Zhu D.
    Cao M.
    Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica, 2021, 38 (10): : 3531 - 3542
  • [9] Fracture process zone characterizations of multi-scale fiber reinforced cementitious composites
    Scott, Dylan A.
    Lessel, Andrew M.
    Williams, Brett A.
    Horner, William M.
    Ranade, Ravi
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 408
  • [10] Spalling behavior and residual resistance of fibre reinforced Ultra-High performance concrete after exposure to high temperatures
    Xiong, Ming-Xiang
    Liew, J. Y. Richard
    MATERIALES DE CONSTRUCCION, 2015, 65 (320)