Experimental and theoretical study on ECC-CFRP jointly flexural reinforcement of pre-damaged reinforced concrete beams

Author:

Cong Longyu,Zhang Fang,Qian Yongjiu

Funder

Key Laboratory of Engineering Plastics, Chinese Academy of Sciences

Chinese Academy of Engineering

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference61 articles.

1. Influence of opening sizes on the flexural behavior of heat-damaged reinforced concrete slabs strengthened with CFRP ropes;Al-Rousan;Case Stud. Constr. Mater.,2022

2. A. Newamian, S. Setunge, W. Lokuge, Review of strengthening techniques using externally bonded fibre reinforced polymer composites, Report 2002-005-C-01 (2002) 1-48.

3. Bond strength and effective bond length of FRP sheets/plates bonded to concrete considering the type of adhesive layer;Diab;Compos. Part B: Eng.,2014

4. Carbon-fiber-reinforced polymer repair to extend service life of corroded reinforced concrete beams;El Maaddawy;J. Compos. Constr.,2005

5. Corroded RC beams patch repaired and strengthened in flexure with fiber-reinforced polymer laminates;Triantafyllou;Compos. Part B: Eng.,2017

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