| 摘要: |
| 通过人工模拟海洋潮汐区环境，研究了干湿循环时间比（3∶1、854∶1）和暴露时间（30、90d）对应变硬化水泥基复合材料（SHCC）抗氯盐侵蚀性能的影响.结合Fick第二定律，进一步分析了SHCC表面氯离子含量和扩散系数的时变规律.结果表明：干湿循环制度对SHCC氯离子侵蚀有显著影响，SHCC表面氯离子含量时变规律符合倒数模型；SHCC表观氯离子扩散系数明显高于其瞬时氯离子扩散系数，SHCC混凝土氯离子扩散系数的时间衰减系数大于C30普通混凝土. |
| 关键词: 应变硬化水泥基复合材料 海洋潮汐区 氯盐侵蚀 扩散系数 时间衰减系数 |
| DOI：103969/j.issn.1007 9629202101001 |
| 分类号: |
| 基金项目:国家自然科学基金资助项目（51922052,U1706222,51778309,51908307）；山东省“双一流”建设工程土木；青岛市博士后应用研究项目（A2020 007）；大连理工大学海岸和近海工程国家重点实验室开放课题基金资助项目（LP1902） |
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| Chloride Resistance of Strain Hardening Cementitious Composites under the Artificially Simulated Marine Tidal Zone |
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ZHANG Peng, ZHUANG Zhijie, BAO Jiuwen, WEI Jianan, ZHAO Tiejun
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School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China
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| Abstract: |
| The effect of dry wet cycle time ratio(3∶1 and 854∶1) and exposure time(30,90d) on chloride resistance of strain hardening cementitious composites(SHCC) was investigated through the artificially simulated marine tidal zone test. Combined with the classical Ficks second law, the time dependent behaviors of the surface chloride content and diffusion coefficient were further analyzed. The results indicate that the mechanism of dry wet cycles has a significant influence on the behavior of chloride ingress into concrete. The time varying behavior of surface chloride content conforms to the variation of inverse model. The apparent chloride diffusion coefficient is markedly greater than that of instantaneous coefficient, and the age attenuation coefficient of SHCC is greater than that of C30 ordinary concrete. |
| Key words: strain hardening cementitious composite marine tidal zone chloride ingress diffusion coefficient age attenuation coefficient |
