基于三维细观模型与压电阻抗的混凝土内部细微损伤识别

INTERNAL DAMAGE IDENTIFICATION OF CONCRETE BASED ON THREE-DIMENSIONAL MESOSCALE MODEL AND ELECTROMECHANICAL IMPEDANCE METHOD

  • 摘要: 当前用于压电阻抗法的数值模型普遍难以精准模拟混凝土的非均质结构及其微损伤演化过程。针对这一问题,从细观尺度出发,揭示了混凝土非均质结构与内部细微损伤演化对压电导纳响应的影响机理,并系统构建了兼顾模拟精度与计算效率的细观数值模拟框架。通过融合三维细观建模、等效谱单元算法与虚拟节点裂缝表征方法,实现了从静态材料特性分析到动态裂缝扩展全过程的高保真、高效率仿真。研究表明:三维细观模型可准确反映骨料体积分数对谐振特征的影响,骨料分布与形状的影响则相对微弱;提出的等效谱单元法在保留非均质特征的同时大幅提升计算效率,支持宽频高精度模拟与损伤敏感性分析;引入虚拟节点法,可在固定网格下连续模拟裂缝扩展,显著提升了多步损伤识别模拟的计算效率。

     

    Abstract: Current numerical models for electromechanical impedance method often fail to accurately simulate concrete’s heterogeneous structure and micro-damage evolution. To overcome this limitation, a mesoscale simulation framework was developed to capture the influence mechanism of material heterogeneity and damage progression on admittance responses, with balanced fidelity and computational efficiency. Three-dimensional mesoscale modeling, an equivalent spectral element method, and a phantom node method were integrated to enable high-fidelity, efficient simulations from static material characterization to dynamic crack propagation. Results show that the 3D mesoscale model accurately reproduces the effect of aggregate volume fraction on admittance characteristics; the aggregate distribution and shape have negligible influence. The developed equivalent spectral element method preserves heterogeneity while reducing computational cost, supporting broadband, high-accuracy admittance simulation and damage sensitivity analysis. By introducing the virtual node method, crack propagation is simulated continuously on a fixed mesh, eliminating repeated remeshing and significantly improving the computational efficiency for simulating multi-step damage detection.

     

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