Estimation of the Rebar Force in RC Members from the Analysis of the Crack Mouth Opening Displacement Based on Fracture Mechanics
Author:
Affiliation:
1. Graduate School of Engineering, Hokkaido University, Hokkaido, Japan.
2. Faculty of Engineering, Hokkaido University, Hokkaido, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/15/2/15_81/_pdf
Reference28 articles.
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2. 2) Ben Romdhane, M. R. and Ulm, F. J., (2002). “Computational mechanics of the steel–concrete interface.” Int. J. Numer. Meth. Eng., 26(2), 99-120.
3. 3) Buchanan, D. J., John, R. and Johnson, D. A., (1997). “Determination of crack bridging stresses from crack opening displacement profiles.” Int. J. Fracture, 87(2), 101-117.
4. 4) Bueckner, H. F., (1970). “Novel principle for the computation of stress intensity factors.” Zeitschrift fuer Angewandte Mathematik & Mechanik., 50(9), 529-546.
5. 5) Chang, Y.-F. and Wang, C.-Y., (1997). “A 3-D image detection method of a surface opening crack in concrete using ultrasonic transducer arrays”. J. Nondestruct. Eval., 16(4), 193-203.
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