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疲劳、碳化和氯盐作用下混凝土劣化的研究进展
作者:李士彬1 2 3 孙伟1 
单位:1. 东南大学材料科学与工程学院 南京 211189 2. 山东建筑大学土木工程学院 济南 250101 3. 山东省建筑结构鉴定加固与改造重点实验室 济南 250101 
关键词:混凝土 疲劳荷载 碳化 氯离子 损伤劣化 
分类号:
出版年,卷(期):页码:2013,41(11):1459-1464
DOI:
摘要:
建(构)筑物受荷载与环境的共同作用。针对海洋大气环境、除冰盐环境,从材料学角度对混凝土碳化和氯离子侵蚀的相互影响、疲劳荷载与混凝土碳化或氯离子侵蚀复合作用下结构混凝土的损伤劣化进行了总结与分析。重点论述了混凝土碳化对氯离子侵蚀的影响,以及疲劳荷载作用后(下)混凝土的氯离子侵蚀性能,并指出了下一步亟需研究和探索的问题。
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The real construction is subjected to the coupling action of mechanical loads and environmental actions. In the ocean atmosphere environment and deicing salt environment, the damage and deterioration laws of structure concrete under the coupling action of fatigue load and carbonation and chlorides as well as the interaction between concrete carbonation and chloride ion penetration were summarized from the viewpoint of material. The effect of concrete carbonation on the chloride ion penetration and the chloride ion penetration behavior after or under fatigue load were discussed emphatically. The existing problems which should be further investigated are suggested.
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基金项目:
中国博士后科学基金项目(2012M511178);国家自然科学基金项目(51008182);山东省优秀中青年科学家科研奖励基金项目(BS2011SF013)。
作者简介:
参考文献:
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