書誌事項
- タイトル別名
-
- Analysis of crack-paths in concrete due to reinforcement corrosion and their underlying mechanism
抄録
By performing numerical simulations of propagating cracks in concrete due to reinforcement corrosion, we illustrate various modes of crack paths according to the thickness of overburden for reinforcing steel, and investigate their underlying mechanisms. In order to accurately simulate the initiation and propagation of cracks, we enhance the finite cover method (FCM) so as to working with regularly structured mesh without remeshing and characterize nonlinear behavior of process zone fracture by means of the cohesive crack model. The method enables us to not only reproduce the modes of crack paths reported in experimental studies, but also predict the deterioration of concrete.
収録刊行物
-
- 応用力学論文集
-
応用力学論文集 9 185-194, 2006
公益社団法人 土木学会
- Tweet
キーワード
詳細情報 詳細情報について
-
- CRID
- 1390001205205995648
-
- NII論文ID
- 130004258394
-
- ISSN
- 1884832X
- 13459139
-
- 本文言語コード
- ja
-
- データソース種別
-
- JaLC
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可