Analytical prediction of cover cracking due to corrosion of reinforcement

Hideki Kameya, Yasuhiko Sato, Tamon Ueda, Yoshio Kakuta

研究成果: Article査読

1 被引用数 (Scopus)

抄録

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.

本文言語English
ページ(範囲)123-128
ページ数6
ジャーナルTransactions of the Japan Concrete Institute
18
出版ステータスPublished - 1996 12 1
外部発表はい

ASJC Scopus subject areas

  • 建築および建設

フィンガープリント

「Analytical prediction of cover cracking due to corrosion of reinforcement」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル