Fatigue behavior of RC slabs flexurally strengthened with prestressed NSM CFRP laminates-Reference-Cited by-同舟云学术

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Fatigue behavior of RC slabs flexurally strengthened with prestressed NSM CFRP laminates

Published:2022-04-29 Issue:3 Volume:23 Page:1780-1793
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Mostakhdemin Hosseini M. R.¹²^ORCID,Dias Salvador J. E.²^ORCID,Barros Joaquim A. O.²^ORCID

Affiliation:

1. Department of Civil Engineering, Mahdishahr Branch Islamic Azad University Mahdishahr Iran

2. University of Minho, ISISE Department of Civil Engineering Guimarães Portugal

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100289

Reference30 articles.

1. Experimental investigation into flexural retrofitting of reinforced concrete bridge beams using FRP composites

2. Flexural behaviour of reinforced concrete beams strengthened by CFRP sheets

3. Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams

4. Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence

5. Strengthening of RC beams using the combination of EB CFRP sheet, NSM CFRP bar and P‐SWRs

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Structural evaluation of RC overhang cantilever slab strengthened with FRP near‐surface mounted (NSM) composites for bridge applications;Structural Concrete;2023-11-05

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