Potential effects of corrosion damage on the performance of reinforced concrete member

Hamidun Mohd Noh, Yoshimi Sonoda

研究成果: Contribution to journalConference article

2 引用 (Scopus)

抜粋

Corrosion of steel in reinforced concrete is one of the most serious issues for the owners. The main consequences of this phenomenon include loss of cross section of steel area, induced the expansive pressure which caused cracking of concrete, spalling and delaminating of the concrete cover. Thus, it reduces the bond strength between steel reinforcing bar and concrete, and deteriorates the strength of whole structure. In this study, a non-linear finite element analysis was conducted to investigate the potential effects of corrosion damage. A series of corroded reinforced concrete cylinder is used in the parametric study to assess the influence of different level of corrosion to the structural performance. As a result, a clear picture of corrosive expansion was investigated and the relationship between the expansive pressure and the degree of corrosion was identified to be the important factors of the structural deterioration.

元の言語英語
記事番号02007
ジャーナルMATEC Web of Conferences
47
DOI
出版物ステータス出版済み - 4 1 2016
イベント3rd International Conference on Civil and Environmental Engineering for Sustainability, IConCEES 2015 - Melaka, マレーシア
継続期間: 12 1 201512 2 2015

All Science Journal Classification (ASJC) codes

  • Chemistry(all)
  • Materials Science(all)
  • Engineering(all)

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