GUO Lingyun, CHEN Bo, GAO Zhihan, et al. Pore structure and thermal conductivity of basalt fiber reinforced foam concrete under freeze-thaw cycles[J]. Acta Materiae Compositae Sinica, 2025, 42(6): 3258-3271.
Citation: GUO Lingyun, CHEN Bo, GAO Zhihan, et al. Pore structure and thermal conductivity of basalt fiber reinforced foam concrete under freeze-thaw cycles[J]. Acta Materiae Compositae Sinica, 2025, 42(6): 3258-3271.

Pore structure and thermal conductivity of basalt fiber reinforced foam concrete under freeze-thaw cycles

Funds: General Program of National Natural Science Foundation of China (52079049; 52239009); Basic Scientific Research Business Expenses of National Key Laboratories (522012272); National Funded Postdoctoral Program (GZC20230671); Jiangsu Province Outstanding Postdoctoral Program (2023 ZB703);Special Fund for Fundamental Research of Central Universities (2016-423318)
More Information
  • Received Date: June 24, 2024
  • Revised Date: August 10, 2024
  • Accepted Date: August 28, 2024
  • Available Online: September 06, 2024
  • To study the pore structure and thermal conductivity characteristics of basalt fiber reinforced foam concrete (BFRFC) under freeze-thaw cycles, four BFRFC samples with different fiber contents were selected. X-CT technology and Avizo software were employed for three-dimensional reconstruction to analyze the pore structure and fiber distribution characteristics. Thermodynamic performance tests and COMSOL numerical simulations were conducted to investigate the changes in thermal conductivity of BFRFC under different freeze-thaw cycles. Based on the Bruggeman model for porous media and the parallel and series conduction mechanisms of fibers, a theoretical thermal conductivity model for BFRFC was proposed. The results show that the pore size and shape factor of BFRFC approximately follow a log-normal distribution, with fiber polar and azimuthal angles uniformly distributed in the ranges of 15° to 90° and 0° to 360°, respectively. BFRFC's thermal conductivity ranges from 0.2 to 0.4 W/(m·K), primarily influenced by porosity and freeze-thaw cycles, with fiber content having a smaller impact. By establishing a numerical simulation model of BFRFC and using COMSOL to simulate thermal conductivity, the results were found to be consistent with experimental data. The theoretical thermal conductivity model, based on the Bruggeman model and the parallel-series fiber model, effectively predicts the thermal conductivity of BFRFC under different fiber contents and porosity conditions, providing a theoretical basis for the application of BFRFC in cold region engineering.

  • Objective 

    Basalt Fiber Reinforced Foam Concrete (BFRFC) has garnered significant attention for its lightweight properties and excellent thermal insulation. While studies have explored the macro-mechanical properties of BFRFC, demonstrating its potential in construction applications, systematic research on its thermal conductivity remains insufficient. In particular, the effects of freeze-thaw cycles on its thermal conductivity have not been thoroughly analyzed, which has become a major bottleneck limiting its broader application.

    Methods 

    The study first conducted freeze-thaw cycle experiments on four BFRFC samples with varying fiber contents. X-CT technology was used to obtain the microstructural characteristics of BFRFC, and Avizo software was employed for data filtering, noise reduction, and threshold segmentation to achieve a three-dimensional reconstruction of the microstructure. Following thermal conductivity testing, a three-dimensional model containing randomly distributed pores and fibers was generated using Matlab, and thermal conductivity simulations were performed using Comsol finite element analysis. Additionally, theoretical thermal conductivity models were established based on the multiphase medium Bruggeman model and fiber parallel-series models to systematically analyze the thermodynamic properties of BFRFC and its behavior under freeze-thaw degradation.

    Results 

    This study establishes a numerical simulation method combined with thermal conductivity experiments and theoretical modeling to investigate the thermal conductivity variations of Basalt Fiber Reinforced Foam Concrete (BFRFC) under freeze-thaw degradation. The research explores the impact of different densities and fiber contents on the pore characteristics and thermal conductivity of BFRFC, revealing internal heat flow distribution and fiber conduction paths under freeze-thaw conditions. The findings are as follows:(1) The pore size and shape factor of BFRFC approximately follow a log-normal distribution. With freeze-thaw erosion, the porosity and pore diameter of BFRFC increase, and the pore shapes become more irregular. Increasing material density and adding basalt fibers can effectively mitigate freeze-thaw damage.(2) The basalt fibers in BFRFC exhibit polar angles between 15° and 90° and azimuthal angles evenly distributed from 0° to 360°. As fiber content increases, the uniformity of dispersion decreases, requiring enhanced mixing for materials with high fiber content to improve fiber distribution within the BFRFC matrix.(3) The thermal conductivity of BFRFC is significantly influenced by material density and freeze-thaw cycles, primarily through changes in porosity. The impact of fiber content on thermal conductivity is relatively minor and occurs through the coupling effects of fiber content and porosity.(4) BFRFC's thermal conductivity ranges from 0.2 to 0.4 W/(m·K). It exhibits excellent thermal insulation performance in cold regions, with minimal impact from freeze-thaw degradation, making it suitable for thermal protection in cold region engineering.(5) The numerical simulation model based on BFRFC's microstructure, using Comsol to simulate thermal conductivity, shows good agreement with the thermal conductivity measurements obtained by the TC5000E instrument, effectively modeling the material's thermal performance.(6)The microstructural heat transfer distribution of BFRFC indicates that internal heat conduction primarily occurs through the cement matrix. Due to the low thermal conductivity of pores and fibers, isotherms tend to fluctuate at the pore and fiber interfaces.7) A comprehensive theoretical thermal conductivity model for BFRFC, incorporating the Bruggeman model for multiphase media and a parallel-series fiber model, was established. This model effectively predicts the thermal conductivity of BFRFC under varying fiber contents and porosity conditions.

    Conclusion 

    Freeze-thaw cycles significantly affect the pore structure and thermal conductivity of BFRFC. As the number of freeze-thaw cycles increases, the porosity of BFRFC rises, pore shapes become more irregular, and thermal conductivity decreases. However, high-density and high-fiber content BFRFC demonstrates strong resistance to freeze-thaw cycles, with only minor changes in thermal conductivity. Therefore, the addition of basalt fibers significantly enhances the thermal insulation of BFRFC, showcasing excellent frost resistance in cold region engineering applications. The theoretical thermal conductivity predictions based on the multiphase medium Bruggeman model and fiber parallel-series model are consistent with experimental data and thermodynamic finite element model simulations, providing a crucial theoretical basis for predicting the degradation of BFRFC's thermal conductivity in cold regions.

  • [1]
    HEN J, CHEN B, CHEN X, et al. Study on pore structure of foamed cement paste by multi-approach synergetics[J]. Construction and Building Materials, 2023, 362: 129748. DOI: 10.1016/j.conbuildmat.2022.129748
    [2]
    高志涵, 陈波, 陈家林, 等. 冻融环境下泡沫混凝土的孔结构与力学性能[J/OL]. 复合材料学报: 1-11.

    GAO Zhihan, CHEN Bo, CHEN Jialin, et al. Pore structure and mechanical properties of foam concrete under freeze-thaw environment[J]. Journal of Composite Materials, 2024, 41(02): 827-838. (in Chinese).
    [3]
    JIANG W, SHEN X, HONG S, et. al. Binding capacity and diffusivity of concrete subjected to freeze-thaw and chloride attack: A numerical study[J]. Ocean Engineering, 2019, 186: 106093. DOI: 10.1016/j.oceaneng.2019.05.075
    [4]
    童良玉, 刘清风. 纤维增强混凝土氯离子扩散系数的多尺度预测模型[J]. 复合材料学报, 2022, 39(11): 5181-5191.

    TONG Liangyu, LIU Qingfeng. Multi-scale prediction model of chloride diffusivity of fiber reinforced concrete[J]. Acta Materiae Compositae Sinica, 2022, 39(11): 5181-5191(in Chinese).
    [5]
    郭凌云, 陈波, 高志涵, 等. 基于细观数值模拟的玄武岩纤维泡沫混凝土力学性能[J/OL]. 复合材料学报, 1-14

    2024-07-29 GUO Lingyun, CHEN Bo, GAO Zhihan, et. al. Mechanical properties of basalt fiber foam concrete based on microscopic numerical simulation[J]. Journal of Composite Materials: 1-14[: 2024-04-24]. (in Chinese).
    [6]
    王小娟, 崔浩儒, 周宏元, 等. 玄武岩纤维增强泡沫混凝土的单轴拉伸及准静态压缩性能[J]. 复合材料学报, 2023, 40(3): 1569-1585.

    WANG Xiaojuan, CUI Haoru, ZHOU Hongyuan, et al. Mechanical performance of basalt fiber reinforced foam concrete subjected to quasi-static tensile and compressive tests[J]. Journal of Composite Materials, 2023, 40(3): 1569-1585(in Chinese).
    [7]
    王静文, 王伟. 玄武岩纤维增强泡沫混凝土响应面多目标优化[J]. 材料导报, 2019, 33(24): 4092-4097. DOI: 10.11896/cldb.19010130

    WANG Jingwen, WANG Wei. Response surface based multi-objective optimization of basalt fiber reinforced foamed concrete[J]. Materials Reports, 2019, 33(24): 4092-4097(in Chinese). DOI: 10.11896/cldb.19010130
    [8]
    GENCEL O, NODEHI M, BAYRAKTAR O, et al. Basalt fiber-reinforced foam concrete containing silica fume: An experimental study[J]. Construction and Building Materials, 2022, 326.
    [9]
    周程涛, 陈波, 张娟, 等. 玄武岩纤维泡沫混凝土的细观结构及损伤特性[J/OL]. 复合材料学报: 1-11.

    ZHOU Chengtao, CHEN Bo, ZHANG Juan, et al. Microstructure and damage characteristics of basalt fiber reinforced foam concrete[J]. Journal of Composite Materials: 1-11[2024-06-23]. (in Chinese).
    [10]
    牛瀚仪, 陈波, 高志涵, 等. 冻融环境下玄武岩纤维泡沫混凝土损伤-声发射特征[J/OL]. 复合材料学报: 1-10

    2024-06-22]. NIU Hanyi, CHEN Bo, GAO Zhihan, et al. Damage-acoustic emission characterization of basalt fiber foam concrete under freeze-thaw environment[J]. Journal of Composite Materials: 1-10. [2024-06-22]. (in Chinese).
    [11]
    JG/T 266-2011, 泡沫混凝土 [S]. 北京: 中国建筑工业出版社, 2011.

    JG/T 266-2011, Foam Concrete [S]. Beijing: China Architecture & Building Press, 2011. (in Chinese).
    [12]
    JGJ/T 341-2014, 泡沫混凝土技术应用规程 [S]. 北京: 中国建筑工业出版社, 2014.

    JGJ/T 341-2014, Technical Specification for Application of Foam Concrete [S]. Beijing: China Architecture & Building Press, 2014. (in Chinese).
    [13]
    GB/T 10294-2008, 绝热材料稳态热阻及有关特性的测定 防护热板法 [S]. 北京: 中国标准出版社, 2008.

    GB/T 10294-2008, Determination of Steady-State Thermal Resistance and Relevant Properties of Thermal Insulating Materials—Guarded Hot Plate Method [S]. Beijing: Standards Press of China, 2008. (in Chinese).
    [14]
    高志涵, 陈波, 陈家林, 等. 基于X-CT的泡沫混凝土孔隙结构与导热性能[J]. 建筑材料学报, 2023, 26(7): 723-730. DOI: 10.3969/j.issn.1007-9629.2023.07.004

    GAO Zhihan, CHEN Bo, CHEN Jialin, et al. Pore structure and thermal conductivity of foam concrete based on X-CT[J]. Journal of Building Materials, 2023, 26(7): 723-730(in Chinese). DOI: 10.3969/j.issn.1007-9629.2023.07.004
    [15]
    EIK M, PUTTONEN J, HERRMANN H. An orthotropic material model for steel fibre reinforced concrete based on the orientation distribution of fibers[J]. Composite Structures, 2015, 121: 324-336. DOI: 10.1016/j.compstruct.2014.11.018
    [16]
    KUMAR N, ARUNKUMAR C, SENTHIL S. Experimental study on mechanical and thermal behavior of foamed concrete[J]. Materials Today: Proceedings, 2018, 5(2): 8753-8760. DOI: 10.1016/j.matpr.2017.12.302
    [17]
    袁志颖, 陈波, 黄梓莘, 等. 基于细观数值模拟的泡沫混凝土热学性能研究[J]. 水电能源科学, 2022, 40(9): 167-171.

    YUAN Zhiying, CHEN Bo, HUANG Zishen, et al. Research on thermal performance of foamed concrete based on mesoscale numerical simulation.[J]. Water Resources and Power, 2022, 40(9): 167-171(in Chinese).
    [18]
    周程涛, 陈波. 基于三维结构光扫描的泡沫混凝土冻融损伤演化特性[J]. 复合材料学报, 2025, 42: 1-11.

    ZHOU Chengtao, CHEN Bo. Freeze-thaw damage evolution characteristics of foamed concrete based on three-dimensional laser scanning[J]. Acta Materiae Compositae Sinica, 2025, 42: 1-11 (in Chinese).
    [19]
    SHI J, LIU Y, LIU B, et al. Temperature effect on the thermal conductivity of expanded polystyrene foamed concrete: Experimental investigation and model correction[J]. Advances in Materials Science and Engineering, 2019, (1): 8292379.
    [20]
    WEI S, YUNSHENG Z, JONES M R. Three-dimensional numerical modeling and simulation of the thermal properties of foamed concrete[J]. Construction & Building Materials, 2014, 50: 421-431.
    [21]
    MARKL D, WANG P, RIDGWAY C, et al. Characterization of the pore structure of functionalized calcium carbonate tablets by terahertz time-domain spectroscopy and X-Ray computed microtomography[J]. Journal of Pharmaceutical Sciences, 2017: 1586-1595.
    [22]
    SHI X, ZHENG K, YIN B. Numerical method for gas-liquid two-phase flow with phase change heat transfer considering compressibility using OpenFOAM[J]. International Journal of Thermal Sciences, 2023: 108195.
    [23]
    LI T, HUANG F, ZHU J, et al. Effect of foaming gas and cement type on the thermal conductivity of foamed concrete[J]. Construction and Building Materials, 2020, 231: 117197. DOI: 10.1016/j.conbuildmat.2019.117197
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