Prediction of Concrete Freezing Resistance under Site Environment Based on ANN

Article Preview

Abstract:

The concrete structure in the cold area is often strengthened or demolished in advance due to freeze-thaw damage, so as to cause waste of fund and energy, therefore, the research on the prediction of concrete freezing resistance under field environment is of profound practical value. In this paper, the equivalent relation model of indoor freeze-thaw cycles is established by using RBF network and can be effectively perfected by establishment of concrete freeze-thaw test and test database and data accumulation. On one hand, the establishment of this model can provide a solution for researches on the concrete freezing resistance under field environment and some guidance for the freezing resistance design, construction, late maintenance management and durability evaluation of concrete works. On the other hand, it can also provide references for establishment and management of experimental database and engineering field database to lay a foundation for the further research on the freezing resistance of hydraulic structure in the cold area.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

202-206

Citation:

Online since:

October 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H. Zhang, Research on Concrete Freezing Resistance Durability, Master's Thesis of Inner Mongolia University of Science and Technology, (2009).

Google Scholar

[2] X. Liu, G. Tang, Research on prediction method of concrete freezing resistance durability under field environment, Chinese Journal of Rock Mechanic and Engineering, 12 (2007) 2412-2419.

Google Scholar

[3] B. Lin, Research and Practice of Concrete Freezing Resistance Durability Indexes in Chinese Ports. Guideline for Concrete Durability Design and Construction. Beijing: China Building Industry Press, 2004: 158-168.

Google Scholar

[4] G. Tang, B. Sun, Z. Dong, etc, Evaluation on freeze-thaw durability of flood discharge tower of Bajiaju Reservoir, Journal of Southeast University (Natural Science Edition), Vol. 36 Z2 (2006) 36-42.

Google Scholar

[5] T. Peng, J. Cao, Quality inspection and freezing resistance evaluation of upper storage reservoir of Shisanling Pumped-storage Power Station, Hydroelectric Generation, 1 (2003) 65-67.

Google Scholar

[6] J. LI, Durability Design and Construction of Concrete Structures under Freeze-thaw Environment. Guideline for Concrete Durability Design and Construction. Beijing: China Building Industry Press, 2004: 120-129.

Google Scholar

[7] H. Ni, J. Wang, Prediction of compressive strength of concrete by neural networks, Cement and Concrete Research, 30 (2003) 1245-1250.

DOI: 10.1016/s0008-8846(00)00345-8

Google Scholar

[8] M. Ma, K. Li, P. Yan, Development and application of freeze-thaw injury database of concrete structures, Concrete, 3 (2007) 7-10.

Google Scholar

[9] X. Fang, Construction and Applied Research on Management System of Concrete Durability Test Database, Master Thesis of Chongqing University, (2004).

Google Scholar