Influence of CFRP Strand Sheet on Flexural Strengthening of Reinforced Concrete Beam
Author:
Affiliation:
1. Central Road Research Institute, Delhi-Mathura Road, New Delhi-110025, India.
2. Indian Institute of Technology Delhi, New Delhi-110016, India.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/18/12/18_778/_pdf
Reference84 articles.
1. 1) ACI, (2017). “ACI 440.2R: Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Farmington Hills, Michigan, USA: American Concrete Institute.
2. 2) Adhikary, B. B. and Mutsuyoshi, H., (2002). “Numerical simulation of steel-plate strengthened concrete beam by a non-linear finite element method model.” Construction and Building Materials, 16(5), 291-301.
3. 3) Al-Deen Bsisu, K., Srgand, S. and Ball, R., (2015). “The effect of width, multiple layers and strength of FRP sheets on strength and ductility of strengthened reinforced concrete beams in flexure.” Jordan Journal of Civil Engineering, 9(1), 33-42.
4. 4) Al-Mahmoud, F., Castel, A., François, R. and Tourneur, C., (2009). “Strengthening of RC members with near-surface mounted CFRP rods.” Composite Structures, 91(2), 138-147.
5. 5) Alagusundaramoorthy, P., Harik, I. E. and Choo, C. C., (2003). “Flexural behavior of RC beams strengthened with carbon fiber reinforced polymer sheets or fabric.” Journal of Composites for Construction, 7(4), 292-301.
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