Please wait a minute...
J4  2010, Vol. 44 Issue (10): 2010-2015    DOI: 10.3785/j.issn.1008-973X.2010.10.028
岩土工程、土木及建筑工程     
混凝土水分扩散表面因子理论模型与验证
彭智, 金南国, 金贤玉
浙江大学 土木工程学系,浙江 杭州 310058
Theoretical modeling and verification of concrete moisture diffusion surface factor
PENG Zhi, JIN Nan-guo, JIN Xian-yu
Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China
 全文: PDF  HTML
摘要:

针对混凝土湿度场对混凝土结构耐久性、混凝土表面干缩应力以及干缩裂缝等的影响,研究混凝土湿度场中水分扩散表面因子这一关键因素.引入混凝土表面孔隙面积和孔隙中的水分扩散系数2个参数,推导混凝土湿度场的第3类边界条件.将混凝土表面水分对流扩散简化为不可压缩流体一维平板壁面对流传质问题,根据质量守恒和平板壁面对流传质理论,建立混凝土干燥过程水分扩散表面因子的理论模型以及模型的近似解.结果表明,理论模型和试验检测结果之间具有良好的相关性.

Abstract:

The moisture diffusion surface factor, the key parameter in moisture field forming, was studied in order to analyze the influence of concrete moisture field on the durability, surface shrinkage stress and shrinkage cracks of concrete. The third boundary condition of concrete moisture field was derived considering the pore areas of concrete surface and the pore moisture diffusion coefficient. The concrete surface moisture convection and diffusion processes were simplified as the convective mass transfer of incompressible fluid in onedimensional flat wall. A theoretical model on the moisture diffusion surface factor of concrete during the curing period was established based on the mass conservation and the flat wall convective mass transfer principle. An approximate solution of the model was provided. Simulation results agreed well with the theoretical model.

出版日期: 2010-10-01
:  TU 973  
基金资助:

国家“973”重点基础研究发展规划资助项目(2009CB623200);国家自然科学基金资助项目(50838008);高等学校博士学科点专项科研基金资助项目(20070335087).

作者简介: 彭智(1984—),男,湖南常德人,硕士生,从事混凝土结构研究.E-mail: pengzhi0736@gmail.com
服务  
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章  

引用本文:

彭智, 金南国, 金贤玉. 混凝土水分扩散表面因子理论模型与验证[J]. J4, 2010, 44(10): 2010-2015.

BANG Zhi, JIN Na-Guo, JIN Xian-Yu. Theoretical modeling and verification of concrete moisture diffusion surface factor. J4, 2010, 44(10): 2010-2015.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2010.10.028        http://www.zjujournals.com/eng/CN/Y2010/V44/I10/2010

[1] 金伟良,赵羽习.混凝土结构耐久性[M].北京:科学出版社,2002: 55-62

[2] 金南国,金贤玉,郑砚国,等.早龄期混凝土断裂性能和微观结构的试验研究[J].浙江大学学报:工学版,2005,39(9): 1374-1377.

JIN Nanguo, JIN Xianyu, ZHENG Yanguo, et al. Experimental study on fracture properties and microstructure of early age concrete [J]. Journal of Zhejiang University: Engineering Science, 2005, 39(9): 1374-1377.

[3] 张奕.氯离子在混凝土中的输运机理研究[D].杭州:浙江大学,2008: 33-35.

ZHANG Yi. Mechanics of chloride ions transportation in concrete [D]. Hangzhou: Zhejiang University, 2008: 33-35.

[4] WONG S F, WEE T H,LEE S L. Study of water movement in concrete [J]. Magazine of Concrete Research, 2001, 53(3): 205-220.

[5] SAKATA K A. Study on moisture diffusion in drying and drying shrinkage of concrete [J]. Cement and Concrete Research, 1983, 13(3): 164-170.

[6] AKITA H, FUJIWARA T, OZAKA Y. A practical procedure for the analysis of moisture transfer within concrete due to drying [J]. Magazine of Concrete Research, 1997, 179(49): 129-137

[7] SAEKI T, OHGA H, NAGATAKI S. Mechanism of carbonation and prediction of carbonation process of concrete [J]. Proceedings of JSCE (in Japanese), 1990, 419(12): 99-108.

[8] YUAN Y, WAN Z L. Prediction of cracking within earlyageconcrete due to thermal, drying shrinkage and creep behavior [J]. Cement and Concrete Research, 2002, 32(7): 1053-1059.

[9] 王建,戴会超,顾冲时.混凝土湿度运移数值计算综述[J].水利发电学报,2005,24(2): 85-89.

WANG Jian, DAI Huichao, GU Chongshi. Summary of on numerical calculation of moisture transfer in concrete [J]. Journal of Hydroelectric Engineering Press, 2005, 24(2): 85-89.

[10] 陈涛,张国亮.化工传递过程基础[M].北京:化学工业出版社,2002: 241-254.

[11] 管国锋,赵汝溥.化工原理[M].2版.北京:化学工业出版社,2003: 20-35.

[1] 章李刚, 楼文娟,申屠团兵. 不规则结构扭转风荷载[J]. J4, 2011, 45(6): 1094-1099.