BEM ANALYSIS OF MIXED-MODE CRACK PROPAGATION DUE TO CORROSION OF REINFORCEMENT IN CONCRETE
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/jscej1984/2002/704/2002_704_271/_pdf
Reference10 articles.
1. 1) Matsushima, M., Tsutumi, T., Seki, H., and Matsui, K.: Design of Cover Thickness for Reinforced Concrete Structures Subjected to Sever Salt Attack, Proc. of JSCE, No. 490/V-23, pp, 41-49, 1994 (in Japanese)
2. 2) Farid Uddin, A. K. M., Ishiharaguchi, K. and Ohtsu, M,: Stress Intensity Factors by Acoustic Emission and Analysis of Crack Propagation by Boundary Element Method, Proceeding of the 15th International AE Symposium, Progress in AE X, pp. 11-16, 2000. 9
3. 3) Chahrour, A. H. and Ohtsu, M.: Crack Growth Prediction in Scaled Down Model of Concrete Gravity Dam, Theoretical and Applied Fracture Mechanics, 21, pp. 29-40, 1994
4. 4) Ohtsu, M. and Yamamoto, T.: Compensated Procedure for Half Cell Potential Measurement, Construction and Building Materials, Vol. 11, Nos. 7-8, pp. 398-402, 1997. 12
5. 5) Ohtsu, M. and Yoshimura, S.: Analysis of Crack Propagation and Crack Initiation due to Corrosion of Reinforcement, Construction and Building Materials, Vol. 11, Nos. 7-8, pp. 437-442, 1997. 12
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1. MECHANISM AND PREDICTION OF COVER CONCRETE SPALLING DUE TO REINFORCEMENT CORROSION;Doboku Gakkai Ronbunshu;2005
2. CRACKING MECHANISMS DUE TO CORROSION IN CONCRETE IDENTIFIED BYAE AND BEM;Doboku Gakkai Ronbunshu;2004-05-20
3. Mechanisms of crack propagation due to corrosion of reinforcement in concrete by AE-SiGMA and BEM;Construction and Building Materials;2004-04
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