- 期刊
Sensitivity Analysis of Time/Depth Dependent Chloride Diffusion Coefficient in Concrete
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並列摘要
This paper presents the results for a sensitivity analysis of the time/depth dependent chloride diffusion model in concrete using differential analysis techniques. Four governing parameters of the model are taken to determine the sensitivity of the chloride diffusion coefficient: the time of exposure, inspecting depth, surface chloride concentration, and chloride concentration at the inspecting point. The results of this sensitivity analysis are discussed in detail, including variations in the diffusion coefficient according to the four parameters and the implications for durability design of concrete structures.
延伸閱讀
- Tsao, W. H., Liang, M. T., & Chang, T. P. (2016). CHLORIDE-BINDING ISOTHERMS IN CONCRETE SUBMITTED TO NON-STEADY-STATE DIFFUSION-MIGRATION MODEL. Journal of Marine Science and Technology, 24(4), 822-831. https://doi.org/10.6119/JMST-016-0325-1
- 賴可捷（2015）。A study on Critical Chloride Ion Concentration for Corrosion of Reinforcing Steel in Concrete〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2015.01609
- 林德威（2010）。Behavior of Chloride Ion Diffusion of Concrete with various W/B and GGBFS Content under Wetting-Drying Cycles〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2010.02784
- 黃毅瑋（2016）。Preliminary Study on Adsorption Capability of Carbon Dioxide in Concrete under High Pressure〔碩士論文，朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-1108201714034218
- 陳昱安（2012）。A study on the prediction of degradation low-level of concrete while percolated by chloride ions〔碩士論文，國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-1903201314443311