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工业环境SO2腐蚀混凝土损伤本构模型研究

牛荻涛 吴鸿渠 黄杰 吕瑶 杨瑞希

牛荻涛, 吴鸿渠, 黄杰, 吕瑶, 杨瑞希. 工业环境SO2腐蚀混凝土损伤本构模型研究[J]. 工业建筑, 2024, 54(8): 96-103. doi: 10.3724/j.gyjzG24021904
引用本文: 牛荻涛, 吴鸿渠, 黄杰, 吕瑶, 杨瑞希. 工业环境SO2腐蚀混凝土损伤本构模型研究[J]. 工业建筑, 2024, 54(8): 96-103. doi: 10.3724/j.gyjzG24021904
NIU Ditao, WU Hongqu, HUANG Jie, LUY Yao, YANG Ruixi. Damage Constitutive Model of Concrete Under Industrial SO2 Corrosive Environment[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 96-103. doi: 10.3724/j.gyjzG24021904
Citation: NIU Ditao, WU Hongqu, HUANG Jie, LUY Yao, YANG Ruixi. Damage Constitutive Model of Concrete Under Industrial SO2 Corrosive Environment[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 96-103. doi: 10.3724/j.gyjzG24021904

工业环境SO2腐蚀混凝土损伤本构模型研究

doi: 10.3724/j.gyjzG24021904
基金项目: 

国家自然科学基金项目(52078413)。

详细信息
    作者简介:

    牛荻涛,博士,教授,博士生导师,主要从事混凝土结构耐久性方面的研究。电子信箱:niuditao@163.com。

Damage Constitutive Model of Concrete Under Industrial SO2 Corrosive Environment

  • 摘要: 为研究工业环境SO2腐蚀混凝土的应力-应变特征,揭示SO2腐蚀混凝土力学性能损伤规律,开展了工业SO2环境混凝土腐蚀试验,分析了水胶比(0.37、0.47、0.57)、粉煤灰掺量(0%、10%、20%)和不同腐蚀循环次数对混凝土损伤层厚度、应力-应变曲线、峰值应力、峰值应变及弹性模量的影响。基于损伤力学理论,建立工业环境SO2腐蚀混凝土单轴压缩损伤本构模型。结果表明:混凝土损伤层厚度随着SO2循环次数的增加而增大,变化规律符合指数函数关系;SO2腐蚀后混凝土试件的峰值应力下降,峰值应变增加,弹性模量下降,曲线下降段变陡峭,变形能力降低,表现出明显脆性破坏特征。掺加粉煤灰可以减缓SO2腐蚀损伤速率,提高混凝土抵抗SO2腐蚀的能力。
  • [1] SHAO R, WU C, LI J. A comprehensive review on dry concrete: Application, raw material, preparation, mechanical, smart and durability performance[J]. Journal of Building Engineering, 2022, 55, 104676.
    [2] MEDINA C, ZHU W, HOWIND T, et al. Influence of mixed recycled aggregate on the physical-mechanical properties of recycled concrete[J]. Journal of Cleaner Production, 2014, 68: 216-225.
    [3] LUHAR S G S. A review paper on self healing concrete[J]. Journal of Civil Engineering Research, 2015,5(3): 53-58.
    [4] LYU Y, NIU D T, LIU X G, et al. Corrosion damage and life prediction of concrete structure in the coking ammonium sulfate workshop of iron and steel industry[J/OL]. Scientific Reports[2024-02-19]. https://doi.org/10.1038/s41598-023-30015-1.
    [5] 牛荻涛, 吕瑶, 刘西光. 混凝土硫化性能研究进展[J]. 材料导报, 2017, 31(23): 163-170.
    [6] NIU D T, LV Y, LIU X G, et al. Study on the sulfuration mechanism of concrete: microstructure and product analysis[J]. Materials, 2020, 13(15), 3386.
    [7] 于忠, 胡蔚儒. 化工大气环境中混凝土的腐蚀机理及性能研究[J]. 工业建筑, 2000,30(5): 16-20.
    [8] NIU J G, WU B, ZHU C, et al. Corrosion rules for ordinary concrete exposed to sulfur dioxide-containing environments[J]. Toxicological and environmental chemistry, 2015, 97(3/4): 367-378.
    [9] 牛建刚, 吴斌, 杨鹏飞. 二氧化硫条件下粉煤灰混凝土的腐蚀性能研究[J]. 混凝土, 2016(3): 56-59.
    [10] WANG J, NIU D T, SONG Z. Damage layer thickness and formation mechanism of shotcrete with and without steel fiber under sulfate corrosion of dry-wet cycles by ultrasound plane testing method[J]. Construction and Building Materials, 2016, 123: 346-356.
    [11] GUAN X, CHEN J, QIU J, et al. Damage evaluation method based on ultrasound technique for gangue concrete under freezing-thawing cycles[J]. Construction and Building Materials, 2020, 246, 118437.
    [12] DEMČENKO A, VISSER H A, AKKERMAN R. Ultrasonic measurements of undamaged concrete layer thickness in a deteriorated concrete structure[J]. NDT & E International, 2016, 77: 63-72.
    [13] ZHANG D, ZHANG T, YANG Q. Mechanical properties and damage layer thickness of green concrete under a low-temperature environment[J]. Materials, 2022, 15(21), 7409.
    [14] FU Q, WANG Z H, BU M X, et al. Constitutive behaviour and modelling of hybrid basalt-polypropylene fibre-reinforced concrete considering coupling effect of fibre reinforcement and mechanical damage[J]. Materials and Structures, 2022, 55(6), 155.
    [15] ZHANG Y, MA Z, ZHI X, et al. Damage characteristics and constitutive model of phosphogypsum/fly ash/slag recycled aggregate concrete under uniaxial compression[J]. Cement and Concrete Composites, 2023, 138, 104980.
    [16] BIAN H, LIU Y, GUO Y, et al. Investigating stress-strain relationship and damage constitutive model of basalt fiber reinforced concrete under uniaxial compression[J]. Journal of Building Engineering, 2023, 73, 106789.
    [17] DA B, YU H, MA H, et al. Experimental investigation of whole stress-strain curves of coral concrete[J]. Construction and Building Materials, 2016, 122: 81-89.
    [18] CHANG Y F, CHEN Y H, SHEU M S, et al. Residual stress-strain relationship for concrete after exposure to high temperatures[J]. Cement and Concrete Research, 2006, 36(10): 1999-2005.
    [19] LIU X, WU T, LIU Y. Stress-strain relationship for plain and fibre-reinforced lightweight aggregate concrete[J]. Construction and Building Materials, 2019, 225: 256-272.
    [20] 牛荻涛, 吕瑶, 刘西光, 等. 一种混凝土硫化试验模拟系统及其模拟方法: CN113237825A [P]. 2021-08-10.
    [21] 吕瑶, 牛荻涛, 刘西光, 等. 典型工业环境下混凝土硫化机理与预测模型[J]. 建筑材料学报, 2022, 25(6): 621-627.
    [22] 李月晨. 武汉钢铁工业区混凝土结构耐久性环境区划研究[D]. 西安: 西安建筑科技大学, 2014.
    [23] 中国工程建设标准化协会. 超声法检测混凝土缺陷技术规程: CECS 21—2000[S].北京: 中国建筑工业出版社, 2001.
    [24] LEMAITRE J. How to use damage mechanics[J]. Nuclear Engineering and Design, 1983, 80(2): 233-245.
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  • 收稿日期:  2024-02-19
  • 网络出版日期:  2024-09-19

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