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    田文岭, 徐杰, 杨圣奇, 孙博文. 高温后花岗岩损伤劣化机制晶粒模型数值研究[J]. 应用基础与工程科学学报, 2024, 32(3): 888-899. DOI: 10.16058/j.issn.1005-0930.2024.03.019
    引用本文: 田文岭, 徐杰, 杨圣奇, 孙博文. 高温后花岗岩损伤劣化机制晶粒模型数值研究[J]. 应用基础与工程科学学报, 2024, 32(3): 888-899. DOI: 10.16058/j.issn.1005-0930.2024.03.019
    TIAN Wenling, XU Jie, YANG Shengqi, SUN Bowen. Damage and Degradation Mechanism of Granite After Thermal Treatment by Grain-Based Model[J]. Journal of Basic Science and Engineering, 2024, 32(3): 888-899. DOI: 10.16058/j.issn.1005-0930.2024.03.019
    Citation: TIAN Wenling, XU Jie, YANG Shengqi, SUN Bowen. Damage and Degradation Mechanism of Granite After Thermal Treatment by Grain-Based Model[J]. Journal of Basic Science and Engineering, 2024, 32(3): 888-899. DOI: 10.16058/j.issn.1005-0930.2024.03.019

    高温后花岗岩损伤劣化机制晶粒模型数值研究

    Damage and Degradation Mechanism of Granite After Thermal Treatment by Grain-Based Model

    • 摘要: 地热开采对缓解我国能源压力具有长远的战略意义,准确认识花岗岩高温损伤破裂行为,对促进地热开发具有关键作用.在颗粒流程序中构建晶粒模型(GBM)模拟高温后花岗岩单轴压缩试验,研究花岗岩高温后热裂纹分布特征,分析其强度及变形参数随温度演化,研究单轴压缩裂纹扩展过程.结果表明:该GBM单元可以较好反映花岗岩强度及破裂随围压及温度的演化特征,随着温度升高,晶粒边界裂纹由离散分布状态逐渐贯通形成宏观裂纹,而当温度大于600℃时出现大量的穿晶裂纹.常温压缩过程中,试样首先产生离散分布的晶粒边界裂纹,而600℃微裂纹扩展较充分,加载过程中晶粒之间产生滑动,但峰后试样同样由穿晶裂纹的扩展导致宏观破坏.从细观层面上探究了高温花岗岩损伤劣化机制,对保障地热开采具有重要意义.

       

      Abstract: Geothermal energy has long-term strategic significance to relieve energy pressure in China,and accurately understanding the damage and fracture behavior of granite after thermal treatment plays a key role in the development of geothermal energy.Therefore,the grain-based model (GBM) in particle flow code (PFC2D)was used to simulate the uniaxial mechanical behavior of granite after thermal treatment,and then the distribution characteristic of thermal crack,the variation of strength and deformation with temperature,and crack propagation process were analyzed.The result shows that GBM can reflect the variation of strength and fracture characteristic with confining pressure and temperature,the distribution of inter-granular crack transformed from dispersion to coalescence and then formed the macro-crack with increasing temperature.More inter-granular cracks can be observed when T=600℃.Under room temperature,the inter-granular cracks dispersedly distributed in the specimen under initial uniaxial loading.However,sliding between grains occurred during the loading process due to more thermal cracks existing in the specimen when T=600℃.After the peak strength,the macro failure occurred due to the propagation of intra-granular cracks.The damage and degradation mechanics in micro scale was investigated in this work,which of significant to ensure geothermal exploitation.

       

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