Study on Damage Mechanism and Residual Life of Clay Brick in Central Plains of China Under freeze-Thaw Environment

被引:2
|
作者
Ma, Shaochun [1 ,2 ]
Wu, Youwen [1 ]
Bao, Peng [1 ]
机构
[1] Henan Univ, Sch Civil Engn & Architecture, Kaifeng Res Ctr Engn Repair & Mat Recycle, Kaifeng 475004, Henan, Peoples R China
[2] Zhengzhou Univ, Coll Water Conservancy & Engn, Zhengzhou 450001, Peoples R China
基金
中国博士后科学基金;
关键词
Traditional building; Clay brick; Durability; Freeze-thaw cycle; Damage characteristics; Residual life; MASONRY; BUILDINGS;
D O I
10.1007/s13369-022-06811-8
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The paper scientifically evaluates the durability of masonry structure, reasonably predicts the residual life, and effectively protects the architectural heritage of masonry structure under the freeze-thaw cycle; investigated the deterioration law of traditional clay blue bricks comprehensively systematically. Through indoor experiments on clay blue bricks after freeze-thaw cycles, we investigated the changes in appearance, microstructure characteristics, quality and water absorption, changes in compressive strength, damage degree, and residual life of traditional clay blue bricks. The results showed that the damage caused by the freeze-thaw process to the blue brick reflected the decay of the macro-mechanical properties, the expansion of the microstructure, and the development of micro-defects is the intrinsic reason for the devolution of the mechanical properties. Furthermore, the water absorption rate of the blue brick increased rapidly at the beginning of the freeze-thaw cycle. In contrast, the mass-loss rate was low, and the opposite was the case in the late freeze-thaw period. We obtained the damage value of the blue clay brick according to the basic concept of macroscopic phenomenological damage mechanics and established the damage evolution equation. Under the action of the freeze-thaw process, the paper proposed a method of predicting the residual life of blue bricks. The analysis of compressive strength, freeze-thaw processes, and the service life calculated the relationship with the number of freeze-thaw cycles. Assuming that 10.0 MPa, 8.5 MPa, and 7.5 MPa are the failure strengths of blue bricks, the corresponding remaining service life is calculated as 36.5 years, 67.78 years, and 104.26 years. The research results provided the primary basis and essential reference for the scientific evaluation of the durability of buildings and the prediction of residual life under the action of freeze-thaw cycles.
引用
收藏
页码:13317 / 13331
页数:15
相关论文
共 50 条
  • [1] Study on Damage Mechanism and Residual Life of Clay Brick in Central Plains of China Under freeze–Thaw Environment
    Shaochun Ma
    Youwen Wu
    Peng Bao
    [J]. Arabian Journal for Science and Engineering, 2022, 47 : 13317 - 13331
  • [2] Study on Deterioration of Gray Brick with Different Moisture Contents under Freeze-Thaw Environment
    Yue, Jianwei
    Ma, Can
    Zhao, Limin
    Kong, Qingmei
    Xu, Xiangchun
    Wang, Zifa
    Chen, Ying
    [J]. MATERIALS, 2022, 15 (05)
  • [3] Investigation of microstructural damage in shotcrete under a freeze-thaw environment
    Chen, Jianxun
    Deng, Xianghui
    Luo, Yanbin
    He, Lianchao
    Liu, Qin
    Qiao, Xiong
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 83 : 275 - 282
  • [4] Study of Damage Mechanism and Evolution Model of Concrete under Freeze-Thaw Cycles
    Zhao, Ning
    Lian, Shuailong
    [J]. APPLIED SCIENCES-BASEL, 2024, 14 (17):
  • [5] Experimental Study on Damage Deterioration and Tensile Characteristics of Rock under Freeze-thaw Environment
    Zhang, Huimei
    Yang, Gengshe
    Liang, Yuan
    [J]. ADVANCES IN ENVIRONMENTAL SCIENCE AND ENGINEERING, PTS 1-6, 2012, 518-523 : 1749 - +
  • [6] Study on the damage mechanism of hydraulic concrete under the alternating action of freeze-thaw and abrasion
    Li, Shuangxi
    Wu, Baoguo
    Jiang, Chunmeng
    Wu, Liang
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2024, 447
  • [7] Study of rock NMR experiment and damage mechanism analysis under freeze-thaw condition
    Xu Yu-juan
    Zhou Ke-ping
    Li Jie-lin
    Zhang Ya-min
    [J]. ROCK AND SOIL MECHANICS, 2012, 33 (10) : 3001 - +
  • [8] Multiscale Study of the Damage Evolution Mechanism of Polyurethane Concrete under Freeze-Thaw Conditions
    Wu, Yuxuan
    Xu, Wenyuan
    Yu, Tianlai
    Ji, Yongcheng
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2024, 36 (11)
  • [9] A potential damage mechanism of rubberized cement under freeze-thaw cycle
    Hua, Linxin
    Xiao, Feipeng
    Li, Yitao
    Huang, Hongbin
    Zhao, Kewei
    Yu, Kexin
    Hettiarachchi, Chamod
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 252
  • [10] Study on the Freeze-Thaw Damage of Granite Under Impact Loading
    Huang, Yinghua
    Liang, Xuli
    Wen, Lei
    Chang, Jiangfang
    [J]. GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (02) : 1053 - 1063