橡胶粉对纤维增强水泥基复合材料力学性能的影响
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作者单位:

中南林业科技大学 土木工程学院,湖南 长沙 410004

作者简介:

闫佳欣(2000—),女,硕士研究生,从事土木工程材料研究。

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中图分类号:

TQ172

基金项目:

湖南省自然科学基金资助项目(2021JJ41078)


Impact of rubber powder on the mechanical properties of engineering cementitious composites
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College of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004 , Hunan, China

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    摘要:

    为明确橡胶粉掺量对工程用水泥基复合材料(ECC)力学性能的影响,为纤维增强水泥基复合材料的制备优化提供理论依据,文章通过抗压试验、单轴拉伸试验、弯曲试验,分析橡胶粉掺量(0~30%)对 ECC抗压强度、极限拉伸应力、极限拉伸应变及弯曲位移的作用。研究发现:橡胶粉掺量上升会降低 ECC抗压强度;橡胶粉可提升国产 ECC延性,掺橡胶粉的 PVA -ECC受拉呈现应变硬化与多缝开裂,拉伸应变显著提高,且能增强弯曲韧性 (弯曲位移增大);当橡胶粉掺量为 10% 时,ECC力学性能最优。本研究探究不同橡胶粉掺量对 ECC力学性能的影响规律,为相关材料制备提供理论支撑。

    Abstract:

    In order to clarify the effect of rubber powder contents on mechanical properties of engineered cementitious composites (ECC), so as to provide theoretical basis for preparation of fiber reinforced cementitious composite, the effects of different rubber powder contents (0~ 30%) on the mechanical properties of ECC are analyzed through compression tests, uniaxial tensile tests, and bending tests, including compressive strength, ultimate tensile stress, ultimate tensile strain, and bending displacement. The research shows that: 1) The increase in rubber powder content will reduce the compressive strength of ECC. 2) The incorporation of rubber powder helps to improve the ductility of domestic ECC. PVA-ECC with rubber powder shows obvious strain hardening and multiple crack propagation phenomena under tension, and its tensile strain is significantly improved. The incorporation of rubber powder improves the flexural toughness of PVA-ECC, which is manifested by the continuous increase of bending displacement. 3) When the rubber powder content is 10% , ECC has the best mechanical properties. This study explores the influence law of different rubber powder contents on the mechanical properties of ECC, which can provide theoretical basis and practical guidance for the preparation of fiber-reinforced cement-based composites.

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闫佳欣,张雷,李治龙,鲁毅.橡胶粉对纤维增强水泥基复合材料力学性能的影响[J].工程建设,2025,57(10):16-22

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  • 收稿日期:2025-04-14
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  • 在线发布日期: 2025-11-06
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