受侵蚀混凝土本构关系
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国家创新研究群体科学基金资助项目(50321803;50621062);国家青年科学基金资助项目(50608057);国家自然科学基金委重点资助项目(90715033)


Constitutive Law of Attacked Concrete
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    摘要:

    混凝土腐蚀具有内外不均匀的特点,这使得真正意义上的受侵蚀混凝土本构关系一直都没有得到确定,为此提出了试验与数值模拟相结合的技术思路以解决上述问题.首先,利用Fick第二定律对硫酸钠腐蚀后砂浆和界面过渡区(ITZ)的细观本构关系分层修正,应用CT技术在细观层面模拟受侵蚀混凝土试件的应力应变曲线;其次,利用力学试验结果,识别给出蚀强率参数;最后,对砂浆和ITZ的“腐蚀程度”进行全截面均匀化,通过数值模拟得到受侵蚀混凝土本构关系.基于此,提出了任一腐蚀介质质量分数下试件内任一位置处单元对应的受侵蚀混凝土本构关系的分析流程.

    Abstract:

    Due to nonuniform corrosion across the section of specimen, it is very difficult to obtain constitutive law of attacked concrete. A method combining experiment with simulation was proposed to solve the problem. Firstly, with Ficks second law, it modifies the mesoscope constitutive law of attacked mortar and interfacial transition zone(ITZ), with which the stressstrain curves of specimen exposed to sodium sulfate solution is simulated by using CT technique. Secondly, the strength reduction ratio of mortar and ITZ are identified with comparison of experiment results. Thirdly, with corrosion homogenization, the method simulates the constitutive law of uniformly attacked concrete. In view of the work above, it gives a procedure to analyze the constitutive law of attacked concrete in any location of concrete structure at any mass fraction of the attacker.

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刘汉昆,李杰.受侵蚀混凝土本构关系[J].建筑材料学报,2011,(6):736-741

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  • 收稿日期:2010-06-23
  • 最后修改日期:2010-09-17
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  • 在线发布日期: 2012-04-27
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