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超高延性水泥基复合材料耐久性研究进展

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普通混凝土在特殊环境下容易出现性能劣化、耐久性不足的问题.超高延性水泥基复合材料(ECC)是一种纤维增强水泥复合材料,在拉伸载荷作用下产生微裂纹后具有应变硬化和自愈合能力,使ECC在各种环境条件下比普通混凝土有更佳的耐久性.综述了近年来国内外关于ECC耐久性的研究进展,总结了ECC在抗渗性、抗冻性、耐化学侵蚀性能、耐高温性、耐磨性相关方面的特点,并与普通混凝土进行了对比.研究发现:目前关于多因素耦合条件下ECC的耐久性研究、耐久性微观层面解释以及设计耐高温、耐磨性好的ECC等方面研究还不充分,基于此提出了几个未来研究方向.
Research progress on durability of ultra-high engineered cementitious composites
Ordinary concrete is prone to face performance degradation and insufficient durability in special environments.Ultra-high engineered cementitious composites(ECC)is a kind of fiber reinforced cement composite material.It has strain hardening and self-healing ability after microcracks formation under tensile load,which makes ECC possess better durability than ordinary concrete under various environmental conditions.In this paper,the research progress of ECC durability at home and abroad in re-cent years was reviewed.The characteristics of impermeability,frost resistance,chemical corrosion resistance,high temperature re-sistance and wear resistance of ECC were summarized and compared with ordinary concrete.It was found that studies on the dura-bility under the condition of multi-factor coupling,the interpretation in term of micro level of durability,and the design of ECC with high temperature resistance and good wear resistance were not sufficient.Based on this,several research directions in the fu-ture were put forward.

ultra-high engineered cementitious compositesdurabilitycrackfiberself-healing

王玉璞、李家正、石妍

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长江科学院 材料与结构研究所,湖北 武汉 430010

水利部水工程安全与病害防治工程技术研究中心,湖北 武汉 430010

超高延性水泥基复合材料 耐久性 裂缝 纤维 自愈合

国家自然科学基金湖北省自然科学基金中央级公益性科研院所基本科研业务费专项中央级公益性科研院所基本科研业务费专项

521791222022CFD026CKSF2023304/CLCKSF2021455/CL

2024

人民长江
水利部长江水利委员会

人民长江

CSTPCD北大核心
影响因子:0.451
ISSN:1001-4179
年,卷(期):2024.55(1)
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