A micro freeze-thaw damage model of concrete with fractal dimension

被引:64
|
作者
Jin, Shanshan [1 ]
Zheng, Guiping [1 ]
Yu, Jing [1 ]
机构
[1] Beijing Univ Civil Engn & Architecture, Beijing Urban Transportat Infrastruct Engn Techno, Beijing 100044, Peoples R China
基金
中国国家自然科学基金; 北京市自然科学基金;
关键词
Concrete; Freeze-thaw; Damage; Fractal; Pore structure; PORE STRUCTURE; CYCLES;
D O I
10.1016/j.conbuildmat.2020.119434
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Freeze-thaw damage is the leading damage in concrete structures. The damage model is a favorable method for researching the mechanism of freeze-thaw damage. However, at present, most freeze-thaw damage models of concretes are phenomenological models, which can characterize the deterioration of macroscopic mechanical properties of the concrete, but cannot present the damage morphology and evolution process inside the concrete at the microscopic level. The micro-structures determine the macro properties for the concrete. Hence, few damage models at the micro-scale have been proposed for attempting to exhibit the degradation of the micro-structure in concrete, which is subject to freeze-thaw cycles. Furthermore, the equations of damage parameters are too complex to calculate. In order to build a general and practicable micro freeze-thaw damage model for concrete, the tests for the freeze-thaw cycle and pore structure were developed based on the test results of eight mixes. The pore structures before and after freeze-thaw were qualitatively analyzed through a pore size distribution curve and pore volume histogram. The fractal model was employed to characterize the pore size distribution. This indicates that only fractal dimensions regularly change with the action of freeze-thaw among the pore parameters. A micro freeze-thaw damage model with fractal dimension as the independent variable was developed according to the definition of the damage parameter, and the relationship between durability factor and the damage parameter calculated by the damage model in the present study was analyzed. The results revealed that the damage model presented in the present study can quantitatively reflect the damage degree of concrete at the microscale, and the damage parameter has a good relation with the durability factor. Furthermore, research results have shown that damage on concrete at the microscale varies on the pore size distribution, but not on the pore volume. More researches should be conducted on the pore size distribution for digging the freeze-thaw damage mechanism in the future. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:8
相关论文
共 50 条
  • [1] A Damage Model of Concrete under Freeze-Thaw Cycles
    卫军
    [J]. Journal of Wuhan University of Technology(Materials Science), 2003, (03) : 40 - 42
  • [2] Fractal Analysis of the Fracture Evolution of Freeze-Thaw Damage to Asphalt Concrete
    Li, Jun
    Wang, Fengchi
    Yi, Fu
    Ma, Jie
    Lin, Zhenhuan
    [J]. MATERIALS, 2019, 12 (14)
  • [3] A damage model of concrete under freeze-thaw cycles
    Wei Jun
    Wu Xing-hao
    Zhao Xiao-long
    [J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2003, 18 (3): : 40 - 42
  • [4] A damage model of concrete under freeze-thaw cycles
    Wei, J
    Wu, XH
    Zhao, XL
    [J]. JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2003, 18 (03): : 40 - 42
  • [5] Freeze-thaw damage deterioration mechanism of rice husk ash concrete based on pore volume fractal dimension
    Zhang W.
    Liu C.
    Liu H.
    Lin X.
    Zhang Z.
    [J]. Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica, 2023, 40 (08): : 4733 - 4744
  • [6] Fractal Study on the Evolution of Micro-Pores in Concrete Under Freeze-Thaw
    Sun, Haoran
    Zou, Chunxia
    Xu, Deru
    Guo, Xiaosong
    Huang, Kun
    [J]. JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2024, 39 (01): : 109 - 117
  • [7] Fractal Study on the Evolution of Micro-Pores in Concrete Under Freeze-Thaw
    孙浩然
    邹春霞
    XU Deru
    GUO Xiaosong
    HUANG Kun
    [J]. Journal of Wuhan University of Technology(Materials Science), 2024, 39 (01) : 109 - 117
  • [8] Fractal Study on the Evolution of Micro-Pores in Concrete Under Freeze-Thaw
    Haoran Sun
    Chunxia Zou
    Deru Xu
    Xiaosong Guo
    Kun Huang
    [J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2024, 39 : 109 - 117
  • [9] Stochastic Damage Model of Concrete during Freeze-thaw Process
    Zhou, Zhiyun
    Sun, Min
    [J]. TRENDS IN BUILDING MATERIALS RESEARCH, PTS 1 AND 2, 2012, 450-451 : 102 - 109
  • [10] Damage model for concrete subjected to freeze-thaw cycles and carbonation
    Xiao, Qianhui
    Niu, Ditao
    [J]. Jianzhu Cailiao Xuebao/Journal of Building Materials, 2015, 18 (05): : 763 - 766