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纤维增强机制砂高强混凝土抗冲击性能研究

Study on Impact Resistance of Fiber-reinforced Machine-made Sand High-strength Concrete

  • 摘要: 随着现代工程建设对混凝土材料性能要求的不断提高,尤其是在抗冲击工程领域,研究高性能混凝土的动态力学行为具有重要意义。机制砂作为一种可持续的细骨料替代材料,因其资源丰富、经济性优越而受到广泛关注。为探究机制砂高强混凝土的抗冲击性能,本研究进行了钢-聚乙烯醇(PVA)纤维增强机制砂混凝土的冲击试验。通过分离式霍普金森压杆试验,分析了四组配比的冲击抗压强度、动态增长因子(DIF)、冲击韧性及碎片粒径分布。结果表明:当应变率约为130 s−1时,复掺机制砂与PVA纤维的试件冲击抗压强度、DIF和冲击韧性均最高,相较于对照组分别提高了37.05%、9.47%和149.17%;残渣细度模数相较于对照组在低应变率和高应变率下分别提升32.9%和22.4%,表明其在冲击破坏后整体性更佳。机制砂与纤维的协同作用通过抑制裂纹扩展、增强能量耗散,显著提升了混凝土的应变率敏感性和抗冲击性能。该研究为抗冲击工程领域的材料应用提供了新的研究方向和技术参考。

     

    Abstract: With the continuous improvement of performance requirements for concrete materials in modern engineering construction, especially in the field of impact engineering, studying the dynamic mechanical behavior of high-performance concrete is of great significance. Mechanized sand, as a sustainable alternative material for fine aggregates, has received widespread attention due to its abundant resources and superior economic viability.To investigate the impact resistance of high-strength machine-made sand concrete, this study conducted impact tests on steel- Polyvinyl Alcohol (PVA) fiber-reinforced machine-made sand concrete. Split Hopkinson Pressure Bar (SHPB) tests were performed on four mix proportions to analyze dynamic compressive strength, dynamic increase factor (DIF), impact toughness, and fragment size distribution. The results revealed that when the strain rate was about 130 s−1, the impact compressive strength, DIF, and impact toughness of the specimens mixed with machine-made sand and PVA fibers were the highest, with an increase of 37.05%, 9.47%, and 149.17% compared to the control group, respectively. Compared to the control group, the residual fineness modulus increased by 32.9% under low strain rate and 22.4% under high strain rate, indicating enhanced structural integrity after impact failure. The synergistic effect between machine-made sand and fibers notably improved strain rate sensitivity and impact resistance by suppressing crack propagation and enhancing energy dissipation. This study provides a multi material collaborative optimization direction for the design and application of concrete in impact engineering.

     

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