拉伸应力和自愈对高性能纤维增强水泥基复合材料(HPFRCC)毛细吸收和氯化物渗透的影响

F. Wittmann, Penggang Wang, Peng Zhang, T. Zhao
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引用次数: 2

摘要

高性能纤维增强水泥基复合材料(HPFRCC)与普通混凝土相比,具有低孔隙率和细孔隙的特点,因此这种有趣的材料在暴露于腐蚀性环境时几乎不吸收水或含水盐溶液。这些性能表明,这种高性能材料制成的结构构件或结构具有优异的耐久性和较长的使用寿命。然而,在实践中,大多数结构和结构元件被设计为承重。研究了施加拉应力对毛细吸收的影响,并给出了结果。结果表明,当拉伸应力超过拉伸强度的一半时,毛细吸收系数迅速增大。如果HPFRCC应用于侵略性环境,则必须考虑到这一观察结果。最大允许应力必须相应降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Capillary Absorption and Chloride Penetration into High-Performance Fiber-Reinforced Cement-Based Composites (HPFRCC) as Influenced by Tensile Stress and Self-Healing
Abstract High-performance fiber-reinforced cement-based composites (HPFRCC) can be characterized by low porosity and fine pores as compared to normal concrete and therefore this interesting material absorbs little water or aqueous salt solutions if exposed to aggressive environment. These properties are indications for excellent durability and long service life of structural members or structures made with this high-performance material. In practice, however, most structures and structural elements are designed to be load bearing. The influence of an applied tensile stress on capillary absorption was investigated and results are presented in this contribution. It was found that the coefficient of capillary absorption increases rapidly if a tensile stress exceeding half of the tensile strength is applied. This observation has to be taken into consideration if HPFRCC is to be applied in aggressive environment. The maximum admissible stress must be reduced accordingly.
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