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钢-PVA纤维高强机制砂混凝土的抗压性能研究

Study on the Compressive Performance of High-strength Manufactured Sand Concrete with Steel-PVA Fibers

  • 摘要: 为了减缓天然骨料的消耗,本文旨在通过掺入机制砂与纤维的方法制备高强混凝土,并研究其轴压力学性能。本文探究了不同机制砂替代率与聚乙烯醇(PVA)纤维掺量对高强混凝土轴压力学性能的影响规律。基于25组配合比试验,揭示了纤维-骨料协同作用下的失效演化特征,并阐明了机制砂和纤维对抗压强度、峰值应变、弹性模量、泊松比和抗压韧性的增强机制。研究表明,PVA纤维通过桥接效应有效抑制裂缝扩展;机制砂棱角性增强了界面粘结,提高了混凝土的密实度。机制砂与纤维协同效应显著,当机制砂替代率为50%且PVA纤维掺量为0.30%时,混凝土取得了最优的抗压力学性能。同时,研究发现过量纤维或高机制砂替代率会引发纤维团聚与骨料级配劣化,导致性能衰退。机制砂与PVA纤维的协同作用能够显著提升高强混凝土的轴压力学性能,为天然骨料的可持续替代提供了有效的技术路径。

     

    Abstract: To mitigate the depletion of natural aggregates, this study aims to develop high-strength concrete by incorporating manufactured sand and fibers, and to investigate its axial mechanical properties. The effects of different manufactured sand substitution rates and PVA fiber contents on these properties are systematically explored. Based on tests of 25 mix proportions, the failure evolution characteristics under fiber-aggregate synergistic interactions are revealed, and the enhancement mechanisms of manufactured sand and fibers on compressive strength, peak strain, elastic modulus, Poisson's ratio, and compressive toughness are elucidated. The results demonstrate that PVA fibers effectively inhibit crack propagation through bridging effects, while the angularity of manufactured sand strengthens interfacial bonding and improves concrete compactness. A significant synergistic effect is observed between manufactured sand and fibers, with optimal compressive mechanical performance achieved at a 50% manufactured sand replacement ratio and 0.30% PVA fiber dosage. However, excessive fibers or high substitution rates can degrade performance due to fiber aggregation and poor aggregate grading. The synergy of manufactured sand and PVA fibers significantly improves the axial mechanical properties of high-strength concrete, offering a viable way to sustainably replace natural aggregates.

     

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