Flexural Behaviour of Narrow RC Beams Strengthened with Hybrid Anchored CFRP Sheets
Author:
Affiliation:
1. School of Civil Engineering, Central South University, Changsha, China.
2. Institute of Industrial Science, The University of Tokyo, Japan.
3. Hunan Provincial Highway Administration, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/18/3/18_54/_pdf
Reference61 articles.
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2. 2) Böer, P., Holliday, L. and Kang, H. K., (2014). “Interaction of environmental factors on fiber-reinforced polymer composites and their inspection and maintenance: a review.” Construction and Building Materials, 50, 209-218.
3. 3) Colombi, P., Fava, G. and Poggi, C., (2014). “End debonding of CFRP wraps and strips for the strengthening of concrete structures.” Composite Structures, 111, 510-521.
4. 4) Chajes, M. J., Thomson, T. A. and Farschman, C. A., (1995). “Durability of concrete beams externally reinforced with composite fabrics.” Construction and Building Materials, 9, 141-148.
5. 5) Chen, J. F., and Teng, J. G., (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” Journal of Structural Engineering, 127, 784-791.
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