BEM ANALYSIS OF MIXED-MODE CRACK PROPAGATION DUE TO CORROSION OF REINFORCEMENT IN CONCRETE
-
- Farid UDDIN A. K. M.
- Graduate School of Science and Technology, Kumamoto University
-
- OHTSU Masayasu
- Graduate School of Science and Technology, Kumamoto University
Bibliographic Information
- Other Title
-
- 鉄筋腐食による混合モードひび割れ進展のBEM解析
Search this article
Abstract
Due to expansion of corrosive products, cracks are nucleated around reinforcement in concrete. Initiation and propagation of these cracks are studied by experimentally and then analytically by the Boundary Element Method (BEM). The maximum circumferential stress criterion is applied to trace the crack extension of mixed-mode cracking. By employing the two-domain BEM, crack orientations are evaluated from the stress intensity factors of mode I and mode II. In BEM analysis, the ratios of stress intensity factors of mode I to mode II (KI/KII) are studied for the different types of crack patterns, which are observed as corrosion cracking.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 2002 (704), 271-280, 2002-05-20
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205603060864
-
- NII Article ID
- 130003984097
- 10008534892
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 6178301
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed