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Numerical Simulation on Carbonation Depth of Concrete Structures considering Time- and Temperature-Dependent Carbonation Process

机译:考虑时间和温度依赖性碳酸化过程的混凝土结构碳化深度的数值模拟

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摘要

In order to further understand the carbonation process of concrete structures, the time- and temperature-dependent diffusion process of CO2 in concrete is simulated based on the law of the CO2 mass conservation, and a two-dimensional mass transfer equation is established for the CO2 diffusion in concrete. The concrete block is discretized into triangular elements, and the CO2 concentrations at different positions are calculated based on finite element method. A computational algorithm is programed through the Matlab platform. The time- and temperature-dependent property and difference of the CO2 concentration at different positions of the structure are considered in the proposed model. Then, an accelerated carbonation experiment is carried out using concrete blocks with different mix proportions to investigate the influence of the water-cement ratio and temperature on the concrete carbonation. The experimental results effectively verify the correctness of the finite element model, and the proposed finite element method reasonably simulates the concrete carbonation through calculating the carbonation in practical engineering compared with other methods in references. An experimental-numerical correlation has been performed. The ratio of carbonation depth at the corner of the concrete members to the other positions is about 1.35. The carbonation depth is increased about 1.9 times when the temperature changes from 20°C to 40°C.
机译:为了进一步理解混凝土结构的碳酸化过程中,在混凝土中的CO 2的时间和温度依赖的扩散过程进行仿真基于所述CO2质量守恒定律,和二维传质方程被建立用于二氧化碳扩散混凝土。混凝土块被离散成三角形的元件,并且在不同的位置的二氧化碳浓度是基于有限元法计算的。的计算算法通过Matlab的平台,程序性。在该结构的不同位置处的CO 2浓度的时间和温度依赖特性和差在所提出的模型考虑。然后,加速碳酸化实验是通过使用具有不同配比的混凝土块,调查对混凝土碳化的水灰比和温度的影响。实验结果有效地验证有限元模型的正确性,并且所提出的有限元法通过合理计算与文献其他方法相比在实际工程碳化模拟混凝土碳化。实验-数值相关已经执行。碳化深度在混凝土构件的角部到其它位置的比率为约1.35。当温度从20℃变​​化到40中的碳酸化深度增加约1.9倍℃。

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