Corrosion and fatigue behaviors of steel plates at the boundary with concrete

I. T. Kim, Shigenobu Kainuma, N. Hosomi

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In order to investigate the corrosion and fatigue behaviors for structural steel members at the boundary with concrete, accelerated exposure tests and fatigue tests were carried out on model specimens consisting of a steel plate and a concrete block. The specimens were exposed in environment chamber, which is controlled by S6-cycle corrosion test conditions, during 150, 300, 450, and 600 days, respectively. After removing corrosion productions, the geometry of corroded surface of the steel plates was measured by a Laser Focus Measuring Systems, and fatigue tests of the corroded steel plates were performed. The measured geometric data represented time-dependent thickness loss and corrosion depth of the steel plates. Based on the results of fatigue test, relationship between testing period, corrosion depth and fatigue life was evaluated.

Original languageEnglish
Title of host publicationProceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction
Pages135-139
Number of pages5
Volume1
Publication statusPublished - 2008
Event4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction - Melbourne, VIC, Australia
Duration: Sep 26 2007Sep 28 2007

Other

Other4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction
CountryAustralia
CityMelbourne, VIC
Period9/26/079/28/07

Fingerprint

Fatigue of materials
Concretes
Corrosion
Steel
Concrete blocks
Geometry
Lasers
Testing

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Kim, I. T., Kainuma, S., & Hosomi, N. (2008). Corrosion and fatigue behaviors of steel plates at the boundary with concrete. In Proceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction (Vol. 1, pp. 135-139)

Corrosion and fatigue behaviors of steel plates at the boundary with concrete. / Kim, I. T.; Kainuma, Shigenobu; Hosomi, N.

Proceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction. Vol. 1 2008. p. 135-139.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kim, IT, Kainuma, S & Hosomi, N 2008, Corrosion and fatigue behaviors of steel plates at the boundary with concrete. in Proceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction. vol. 1, pp. 135-139, 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction, Melbourne, VIC, Australia, 9/26/07.
Kim IT, Kainuma S, Hosomi N. Corrosion and fatigue behaviors of steel plates at the boundary with concrete. In Proceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction. Vol. 1. 2008. p. 135-139
Kim, I. T. ; Kainuma, Shigenobu ; Hosomi, N. / Corrosion and fatigue behaviors of steel plates at the boundary with concrete. Proceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction. Vol. 1 2008. pp. 135-139
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