Research on the Crack Stability of Dam Concrete Based on the Measured Monitoring Data-Reference-Cited by-同舟云学术

Research on the Crack Stability of Dam Concrete Based on the Measured Monitoring Data

Published:2011-05 Issue: Volume:250-253 Page:2713-2718
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Guan Jun Feng¹,Hu Yu²,Zhao Shun Bo¹,Qing Long Bang²,Li Qing Bin³,Zhang Li Hong²,Luo Dan Ni²

Affiliation:

1. North China Institute of Water Conservancy and Hydroelectric Power

2. Tsinghua University

3. Tsinghua Universtiy

Abstract

This paper proposes a theoretical expression for the ultimate relationship between the crack gauge monitoring data and steel stress gauge ones in dam concrete, based on the equation for crack width of reinforced concrete member, when the cracks expanded to the crack-control steel. In addition, a practical method is developed for analyzing and determining the crack stability of dam concrete, which predicts whether a crack elongated to the crack-control steel or not by comparing the observed values to the theoretical ultimate value. The provided method is proven to be proper to evaluate the crack stability of dam, which is simple and practical.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.250-253.2713.pdf

Reference16 articles.

1. Y. Huang, F. Jin and G. Wang: Journal of Tsinghua Univ (Sci &Tech), No. 4, Vol. 42(2002), pp.555-559. (In Chinese).

2. J. Mai, H. Li and W. Pei: Journal of Hydroelectric Engineering, No. 2, Vol. 21(2002), pp.31-36. (In Chinese).

3. G. Ma, X. Chang: Journal of China Three Gorges University (Natural Sciences), No. 4, Vol. 31(2009), pp.31-36. (In Chinese).

4. X. Chang,F. You and M. Li: Engineering Journal of Wuhan University, No. 5, Vol. 41(2008), pp.26-30. (In Chinese).

5. S.C. Yang, L. Song and H. J. Liao: Key Engineering Materials, Vol. 261-263(2004), pp.57-62.