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把混凝土作为两相脆性材料，用统计断裂力学方法，具体地考察了由于混凝土的骨料粒径、配合比参数的变化所引起的力学行为及强度的变化，并将理论计算与现有的结论进行了比较，为全面深入地研究混凝土强度创造了条件。此外，对类似混凝土的脆性材料的研究提供了一个优化范例。
Using concrete as a two-phase brittle material, the statistical fracture mechanics method was used to examine the changes in mechanical behavior and strength caused by changes in the aggregate particle size and mix ratio parameters of the concrete, and the theoretical calculations were compared with the existing conclusions. A comparison was made to create conditions for a thorough and in-depth study of concrete strength. In addition, the study of brittle materials like concrete provides an optimization example.