期刊文献+

水泥基材料中氯离子表观扩散系数计算方法

Calculating Methods of Apparent Chloride Diffusion Coefficient in Cement-based Materials
在线阅读 下载PDF
导出
摘要 通过试验研究了文献中报道的几种依据菲克第二定律的氯离子表观扩散系数计算方法.试验结果表明:不同的计算方法所求的D值有很大差异;北欧标准NT Build443中采用最小二乘法计算表观氯离子扩散系数并不合适,在有些情况下会产生很大的误差;在这几种方法中,将表面氯离子浓度C s值直接求出,每个深度计算出一个表观扩散系数值D i,然后取平均值计算表观扩散系数D的计算方法更适宜计算氯离子表观扩散系数;而在C s和D作为常数考虑的情况下,几种计算方法绘制的氯离子浓度分布曲线都与试验数据有一定程度的差异.因此,菲克第二定律在描述氯离子在混凝土中的迁移时,不宜将C s和D作为常量考虑. The several calculating methods of apparent diffusion coefficient reported in published were investigated through some experiments. The experimental results show that it is not appropriate least-squares method for calculating apparent diffusion coefficient in NT Build 443, whose reason is some cases the method may produce relatively large error. In the several methods, the method in which the Cs as a measured value, most suitable for calculating papers to use that in making the D value is calculated by averaging the sum of Di at each measured depth is the the apparent diffusion coefficient. When considering Cs and D as constants, there exist differences in different degree between the experimental data and the chloride concentration distribution curves according to the several calculating methods of apparent diffusion coefficient. Therefore, when describing chloride migration in concrete by Fick's second law, it is not appropriate that Cs and D is regarded as constants.
出处 《厦门理工学院学报》 2013年第4期51-56,共6页 Journal of Xiamen University of Technology
基金 国家自然科学基金项目(51108396) 福建省重大产学合作科技项目(2013H6025) 厦门市科技计划项目(3502Z20110009)
关键词 水泥基材料 氯离子 菲克第二定律 表观扩散系数 表面氯离子浓度 cement-based materials chloride ions Fick's second law apparent diffusion coefficient surface chloride concentration
作者简介 [作者简介]何富强(1982-),男,讲师,博士,研究方向为土木工程材料.E—mail:2011110901@xmut.edu.cn.
  • 相关文献

参考文献7

  • 1Nordtest NT. Accelerated chloride penetration[S].Finland:Nordtest,1995.
  • 2王前,张鑫,傅日荣.计算混凝土中氯离子扩散系数的实用方法[J].山东建筑大学学报,2006,21(4):288-290. 被引量:15
  • 3中华人民共和国交通部.水运工程混凝土试验规程[S]{H}北京:人民交通出版社,1998.
  • 4TANG L. Chloride transport in concrete-measurement and prediction[D].Goteborg,Sweden:Chalmers University of Technology,1996.
  • 5DHIR R K,EI-MOHR M A K,DYER T D. Developing chloride resisting concrete using PFA[J].{H}Cement and Concrete Research,1997,(11):1633-1639.
  • 6ARYA C,BUENFELD N R,NEWMAN J B. Factors influencing chloride binding in concrete[J].{H}Cement and Concrete Research,1990,(02):291-300.
  • 7XU Y. The influence of sulphates on chloride binding and pore solution chemistry[J].{H}Cement and Concrete Research,1997,(12):1841-1850.

二级参考文献5

共引文献14

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部