Prevention of Peeling Failure in Plated Beams
Author:
Affiliation:
1. Materials Engineering Department, Zagazig University
2. Building Research Center, Cairo
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/2/3/2_3_419/_pdf
Reference27 articles.
1. An, W., Saadatmanesh, H. and Ehsani, M. R. (1991). “RC beams strengthened with GFRP plates. II Analysis and parametric study.” Journal of Structural Engineering, ASCE, 117, 3434-3455.
2. Chen, J. F. and Teng, J. G. (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” Journal of Structural Engineering, ASCE, 127, 784-791.
3. Chu, C. S. (1991). “Crack Arrest and Residual Strength of Composite Panels with Softening Strips.” Journal of Aerospace Engineering, ASCE, 4, 78-90.
4. Garden, H. N. and Hollaway, L. C. (1998). “An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams.” Composite Structures, 42, 175-188.
5. Hollaway, L. C. and Lemming, M. B. (1999). “Strengthening of reinforced concrete structures: Using externally-bonded FRP composites in structural and civil engineering.” CRC press, Woodhead Pub. Limited, Cambridge, UK.
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