Analytical prediction of cover cracking due to corrosion of reinforcement

Hideki Kameya, Yasuhiko Sato, Tamon Ueda, Yoshio Kakuta

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

In this study splitting crack of cover concrete due to corrosion of reinforcing bar and the critical volume increment of the reinforcing bar which causes full penetration of the splitting crack to the concrete surface are analyzed by a nonlinear finite element method. As a result, relationships between the dimension of the surrounding concrete, which is the concrete cover and the bar spacing, and the characteristics of the splitting crack, which is its direction and the critical volume increment are clarified.

Original languageEnglish
Pages (from-to)123-128
Number of pages6
JournalTransactions of the Japan Concrete Institute
Volume18
Publication statusPublished - 1996 Dec 1
Externally publishedYes

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Reinforcement
Concretes
Corrosion
Cracks
Finite element method

ASJC Scopus subject areas

  • Building and Construction

Cite this

Analytical prediction of cover cracking due to corrosion of reinforcement. / Kameya, Hideki; Sato, Yasuhiko; Ueda, Tamon; Kakuta, Yoshio.

In: Transactions of the Japan Concrete Institute, Vol. 18, 01.12.1996, p. 123-128.

Research output: Contribution to journalArticle

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