Research on the Inversion of Equivalent Surface Heat Transfer Coefficient of Mass Concrete by Calculating its Heat Flux

Article Preview

Abstract:

Most of the cracks on concrete dam are external ones, while external heat preservation is an important measure to prevent cracking. In order to obtain the actual thermal parameters, according to thermal conduction theory and the temperature distribution conditions of optical fiber on concrete surface, the surface temperature distribution of concrete pouring deck was real-time monitored by setting optical fiber in different depths; then the surface heat flux of mass concrete was calculated, thereby the equivalent surface heat transfer coefficient, which varied as time goes, was inversed. It is indicated that the inversion process is relatively simple and reliable, and the heat transfer coefficient obtained can well reflect the real performance of the insulation materials. Meanwhile, it is also indicated that the heat transfer coefficient of equivalent surface varies as time goes, which can contribute to back analysis calculation and actual engineering practice.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

264-269

Citation:

Online since:

June 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Liang Rui. The Heat-transfer coefficient for surface protection of concrete. [J]. Journal of Wuhan University of Hydraulic and Electric Engineering, 1981, (2).

Google Scholar

[2] Wu Zhipeng, Zhang Guoxin, Dong Mintian. Finite element simulation the effect of heat preservation. [C]. Beijing: Technological advances of modern hydraulic structure, (2008).

Google Scholar

[3] Zhu Bofang. Mass concrete temperature stress and temperature control. [M]. Beijing: China Electric Power Press, (1999).

Google Scholar

[4] Gu Chongshi, Wu Zhongru. Safety monitoring of dams and dam foundations: theories & methods and their application. [M]. Hohai University Press, (2006).

Google Scholar

[5] Huang Dahai, Liu Guangyi, Liu Guangting. A new method for back analysis on thermal parameters of mass concrete needs. [J]. Chinese Journal of Computational Mechanics, 2003, 20(5).

Google Scholar

[6] Song Zhiwen, Xiao Jianzhuang, Zhao Yong. Back-analysis of concrete thermal parameters based on experimental measurements. [J]. Shanghai: Tongji University (Natural Science), (2010).

Google Scholar

[7] Li Chao Duan Tingyang. Calculation of the soil heat exchange in QingHai-Tibet plateau. [J]. Journal of Chendu Institute of Meteorology, 1999, 14(2).

Google Scholar

[8] Zhu Bofang, Zhang Chaoran. Research on the structural safety of high concrete arch dams. [M]. Beijing: China Water Power Press , (2010).

Google Scholar