Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation-Reference-Cited by-同舟云学术

Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation

Published:2023-11 Issue: Volume:57 Page:105222
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Nedjhioui Oussama^ORCID,Madi Rafik,Nedjhioui Mohammed^ORCID,Guenfoud Mohamed^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference44 articles.

1. Flexural behaviour of hollow concrete beams under three points loading: experimental and numerical study;Elamary;Structures,2021

2. An experimental approach for strengthening of RC deep beams with web openings using GFRP fabrics and gas actuated fasteners;Kumari;Journal of Building Engineering,2021

3. Strengthening reinforced concrete beams with CFRP and GFRP;Önal;Adv Mater Sci Eng,2014

4. Strengthening of reinforced concrete beams by using fiber-reinforced polymer composites: a review;Siddika;Journal of Building Engineering,2019

5. FRP sheet/jacket system as an alternative method for splicing prestressed-precast concrete piles;Khedmatgozar Dolati;Case Stud Constr Mater,2022

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1. Closed-form design concept for fully utilized FRP-reinforced rectangular concrete cross-sections accompanied by experimental validation on carbon-reinforced beams;Structures;2024-03

2. Experimental study on the behavior of pre-loaded reinforced concrete (RC) deep beams with openings strengthened with FRP sheets;World Journal of Engineering;2024-01-16