Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC-Reference-Cited by-同舟云学术

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Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC

Published:2016-07 Issue: Volume:115 Page:424-437
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zheng Yu-Zhou^ORCID,Wang Wen-Wei,Brigham John C.

Funder

National Natural Science Foundation of China

Research Grants Council of the Hong Kong SAR

Fundamental Research Funds for the Central Universities

Graduate Scientific Research and Innovation Projects in Jiangsu Province

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference51 articles.

1. Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates;Wang;J. Reinf. Plast. Comp.,2014

2. Performance evaluation of RC beams strengthened with an externally bonded FRP system under simulated vehicle loads;Wang;J. Bridge Eng.,2013

3. Intermediate crack-induced debonding in RC beams externally strengthened with prestressed FRP laminates;Wang;J. Reinf. Plast. Comp.,2013

4. Experimental and finite element analysis of flexural behavior of FRP-strengthened RC beams using cement-based adhesives;Hashemi;Constr. Build. Mater.,2012

5. Prestress losses and flexural behavior of reinforced concrete beams strengthened with post-tensioned CFRP sheets;Wang;J. Compos. Constr.,2012

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