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논문 상세정보

Corrosion of Reinforcement and Its Effect on Structural Performance in Marine Concrete Structures

Corrosion science and technology v.6 no.6 , 2007년, pp.297 - 303  
Abstract

This paper discusses the chloride-induced corrosion of reinforcement in marine concrete structures focusing on the variability in the progress of deterioration. Through tests and analyses of reinforced concrete slabs taken out from existing open-pile structures that have been in service for 30 to 40 years, the following topics were particularly discussed: variation in chloride ion profiles of concrete, variation in corrosion properties of reinforcement embedded in concrete, and influence of the reinforcement corrosion on the load-carrying capacity of the concrete slabs. As a result, their variability was found to be very large even in one reinforced concrete slab with almost the same conditions. It was also discussed how to determine the calculation parameters for prediction of decreasing in load-carrying capacity of concrete members with chloride-induced corrosion of reinforcement.

참고문헌 (6)

  1. H. Yokota, M. Iwanami, H. Hamada, and K. Komure, Lifecycle management of harbor and coastal concrete structures, Proceedings of the First International Conference on Structural Health Monitoring and Intelligent Infrastructure, pp.1331-1339, Tokyo, Japan, November 13-15 (2003) 
  2. Japan Concrete Institute, Corrosion of Concrete Structures, Standards and Test Methods for Corrosion Protection (1987) 
  3. K. Kobayashi, Experimental Study on Seismic Behaviour of RC Member Deteriorated by Chloride Induced Corrosion, Concrete Research and Technology, Vol. 16, No. 2, pp.49-59 (2005) 
  4. E. Kato, A. Yokozawa, Y. Akira, and H. Yokota, Study on Durability of RC Deck of Existing Pier, Proceedings of the Fourth International Symposium on New Technologies for Urban Safety of Mega Cities in Asia, pp.69-77, Singapore, October 18-19 (2005) 
  5. H. Yokota, M. Iwanami, E. Kato, and H. Takahashi, Prediction of performance degradation of RC members due to chloride-induced deterioration, Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering & Construction, pp.493-498, Bangkok, Thailand, August 3-5 (2006) 
  6. E. Kato, M. Iwanami, H. Yokota, and F. Sato, Structural performance and material deterioration of reinforced concrete deck of pier, Proceedings of the Fourth Regional Symposium on Infrastructure Development in Civil Engineering, pp.107-112, Bangkok, Thailand, April (2003) 

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