Fractal Analysis of Cement-Based Composite Microstructure and Its Application in Evaluation of Macroscopic Performance of Cement-Based Composites: A Review

Peng Zhang, Junyao Ding, Jinjun Guo, Fei Wang
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Abstract

Cement-based composites’, as the most widely used building material, macroscopic performance significantly influences the safety of engineering structures. Meanwhile, the macroscopic properties of cement-based composites are tightly related to their microscopic structure. The complexity of cement-based composites’ microscopic structure is challenging to describe geometrically, so fractal theory is extensively applied to quantify the microscopic structure of cement-based composites. However, existing studies have not clearly defined the quantification methods for various microscopic structures in CCs, nor have they provided a comprehensive evaluation of the correlation between the fractal dimensions of different microscopic structures and macroscopic performance. So, this study categorizes the commonly used testing methods in fractal theory into three categories: particle distribution (laser granulometry, etc.), pore structure (mercury intrusion porosity, etc.), and fracture (computed tomography, etc.). It systematically establishes a detailed process for the application of testing methods, the processing of test results, model building, and fractal dimension calculation. The applicability of different fractal dimension calculation models and the range of the same fractal dimension established by different models are compared and discussed, and the advantages and disadvantages of different models are analyzed. Finally, the research delves into an in-depth analysis of the relationship between the fractal dimension of cement-based composites’ microscopic structure and its macroscopic properties, such as compressive strength, corrosion resistance, impermeability, and high-temperature resistance. The principle that affects the positive and negative correlation between fractal dimension and macroscopic performance is discussed and revealed in this study. The comprehensive review in this paper provides scholars with methods and models for quantitative research on the microscopic structural parameters of cement-based composites and offers a pathway for the non-destructive assessment of the macroscopic performance of cement-based composites.
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水泥基复合材料微观结构的分形分析及其在水泥基复合材料宏观性能评估中的应用:综述
水泥基复合材料作为应用最广泛的建筑材料,其宏观性能对工程结构的安全性有着重要影响。同时,水泥基复合材料的宏观性能与其微观结构密切相关。水泥基复合材料微观结构的复杂性给几何描述带来了挑战,因此分形理论被广泛应用于量化水泥基复合材料的微观结构。然而,现有研究并未明确定义水泥基复合材料各种微观结构的量化方法,也未对不同微观结构的分形尺寸与宏观性能之间的相关性进行全面评估。因此,本研究将分形理论中常用的测试方法分为三类:颗粒分布(激光粒度仪等)、孔隙结构(汞侵入孔隙度等)和断裂(计算机断层扫描等)。它系统地建立了测试方法应用、测试结果处理、模型建立和分形维度计算的详细流程。比较和讨论了不同分形维度计算模型的适用性和不同模型确定的同一分形维度的范围,分析了不同模型的优缺点。最后,研究深入分析了水泥基复合材料微观结构的分形维数与其抗压强度、耐腐蚀性、抗渗性、耐高温性等宏观性能之间的关系。本研究讨论并揭示了影响分形维度与宏观性能之间正负相关关系的原理。本文的全面综述为学者们提供了定量研究水泥基复合材料微观结构参数的方法和模型,为水泥基复合材料宏观性能的无损评估提供了途径。
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