Temperature Control Simulation Study of Inverted Siphon in Construction

Article Preview

Abstract:

This paper using three-dimensional non-steady, nonlinear temperature field and creep stress field of simulation theory, establishes a FORTRAN program for simulating the temperature and stress during the construction of inverted siphon, analyzes the temperature and stress changes and distribution of siphon walls, and proposes the scientific and reasonable control measures of temperature and crack in a complex external environment. The results show that the wall tends to cracking due to tensile stress at early age within 1 day to 3 days, and insulation measures should be taken into account.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

573-577

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] R. Bao, Cracks in concrete dams, causes and prevention, Water Resources and Hydropower Engineering, 1 (1990) 40-35.

Google Scholar

[2] W. Fu, S. Han, Prevention and Control of Concrete Cracks, China Railway Press, Beijing, (2007).

Google Scholar

[3] B. Ding, G. Wang, S. Huang, Overview of cracks cause and preventive measures in domestic concrete dam, Water Resources and Hydropower Engineering, 4 (1994) 12-18.

Google Scholar

[4] B. Zhu, Mass Concrete Temperature Stress and Temperature Control, China Water Power Press, Beijing, (2012).

Google Scholar

[5] B. Zhu, P. Xu, Reinforced surface protection of concrete dams to the end of the dam without cracking, history, J. Hydroelectric Engineering, 3 (2004) 25-28.

Google Scholar