Computers and Concrete

  • 제18권3호
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  • Pages.421-439
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  • 2016
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental and numerical analysis of corrosion-induced cover cracking in reinforced concrete sample

  • 투고 : 2013.10.07
  • 심사 : 2016.04.20
  • 발행 : 2016.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Corrosion of embedded reinforcing bars is recognized as being the major cause of deterioration of reinforced concrete structures. With regard to maintenance strategies of concrete nuclear structures, the monitoring of cracking remains of primary importance. Recently, authors have developed a post-treatment technique to extract crack features from continuous computations. In this paper, such technique is applied to carry out a numerical analysis of an accelerated corrosion test. Obtained results allow highlighting specific propagation and failure mechanisms that characterize corrosion-induced cracking.

키워드

과제정보

연구 과제 주관 기관 : National Research Agency

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