CRACKING MECHANISMS DUE TO CORROSION IN CONCRETE IDENTIFIED BYAE AND BEM
Author:
Affiliation:
1. Graduate School of Science and Technology, Kumamoto University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2004/760/2004_760_261/_pdf
Reference13 articles.
1. 1) Farid Uddin, A. K. M. and Ohtsu, M.: BEM Analysis of Mixed-Mode Crack Propagation due to Corrosion of Reinforcement in Concrete. J. of Materials. Concrete Structures and Pavements. JSCE, No. 704/V-55, pp. 271-280, 2002.
2. 2) Ohtsu, M.: Source Mechanism and Waveform Analysis of Acoustic Emission in Concrete. J. of AE, 2 (1), pp. 103-112, 1982.
3. 3) Ohtsu. M.: Simplified Moment Tensor Analysis and Unified Decomposition of AE Source, J of Geophys. Res., 96, pp. 6211-6221, 1991.
4. 4) Hansson, C. M.: Concrete: The Advanced Industrial material of the 21st Century, Metallurgical and Materials Transactions, Vol. 26A. No. 6, pp. 1321-1341, 1995.
5. 5) Li, Z., Li. F., Zdunek, A., Landis, E., and Shah, S. P.: Application of Acoustic Emission Technique to Detection of Reinforcing Steel Corrosion in Concrete, ACI Materials Journal, Vol. 95. No. 1, pp. 68-76, 1998.
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1. ON ANALYSIS MODELS OF REINFORCED CORROSION AND THEIR CRACK BEHAVIOR OF CONCRETE;Doboku Gakkai Ronbunshuu A;2007
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