李春秋, 李克非, 陈肇元. 混凝土中水分传输的边界条件研究[J]. 工程力学, 2009, 26(8): 74-081.
引用本文: 李春秋, 李克非, 陈肇元. 混凝土中水分传输的边界条件研究[J]. 工程力学, 2009, 26(8): 74-081.
LI Chun-qiu, LI Ke-fei, CHEN Zhao-yuan. ON THE BOUNDARY CONDITION OF MOISTURE TRANSPORT IN CONCRETE[J]. Engineering Mechanics, 2009, 26(8): 74-081.
Citation: LI Chun-qiu, LI Ke-fei, CHEN Zhao-yuan. ON THE BOUNDARY CONDITION OF MOISTURE TRANSPORT IN CONCRETE[J]. Engineering Mechanics, 2009, 26(8): 74-081.

混凝土中水分传输的边界条件研究

ON THE BOUNDARY CONDITION OF MOISTURE TRANSPORT IN CONCRETE

  • 摘要: 大量耐久性问题与水分在混凝土中的存在和传输密切相关。完整的水分传输模型包括微分方程和与之相匹配的边界条件和初始条件。该文对混凝土和环境的水分传输过程进行了考察,并通过边界层理论进行了近似计算;通过试验,测定了混凝土近表面环境的温、湿度变化特征;利用有限元程序,求解了一维“混凝土-环境”耦合传输模型,并分析了表面因子对计算结果的影响程度。在此基础上,该文就混凝土中水分传输边界条件的选用给出了建议。

     

    Abstract: Most durability problems of concrete structures are related to moisture (water) transport in concrete. A complete model of moisture transport consists of the differential equations, corresponding boundary and initial conditions. In this paper, the moisture transport processes in the concrete and environment were investigated and approximate calculations were carried out using the boundary layer theory. Experiments were carried out to investigate the relative humidity and temperature distribution and evolution in the near-surface region. The one-dimensional ‘concrete- environment’ coupled problem was solved by finite element method, and the influence of the surface factor was discussed numerically. Based on the obtained results, some recommendations on the selection of the boundary condition were given.

     

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