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Finite Element Analysis of Shear Reinforcing of Reinforced Concrete Beams with Carbon Fiber Reinforced Polymer Grid-Strengthened Engineering Cementitious Composite

Sharifi Ghalehnoei, Mohammadsina ; Javanmardi, Ahad ; Izadifar, Mohammadreza ; Ukrainczyk, Neven ; Koenders, Eduardus (2023)
Finite Element Analysis of Shear Reinforcing of Reinforced Concrete Beams with Carbon Fiber Reinforced Polymer Grid-Strengthened Engineering Cementitious Composite.
In: Buildings, 13 (4)
doi: 10.3390/buildings13041034
Article, Bibliographie

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Abstract

This study investigates the shear behavior of reinforced concrete (RC) beams that have been strengthened using carbon fiber reinforced polymer (CFRP) grids with engineered cementitious composite (ECC) through finite element (FE) analysis. The analysis includes twelve simply supported and continuous beams strengthened with different parameters such as CFRP sheets, CFRP grid cross-sectional area, and CFRP grid size. To conduct the analysis, FE models of the RC beams were created and analyzed using ABAQUS software. Research results show that the strengthened RC beams with CFRP grids and ECC had approx. 30–50% higher shear capacity than reference RC beams. The composite action of CFRP grids with the ECCs also showed a significant ability to limit diagonal cracks and prevent the degradation of the bending stiffness of the RC beams. Furthermore, this study calculated the shear capacity of the strengthened beams using an analytical model and compared it with the numerical analysis results. The analytical equations showed only a 4% difference from the numerical results, indicating that the analytical model can be used in practice.

Item Type: Article
Erschienen: 2023
Creators: Sharifi Ghalehnoei, Mohammadsina ; Javanmardi, Ahad ; Izadifar, Mohammadreza ; Ukrainczyk, Neven ; Koenders, Eduardus
Type of entry: Bibliographie
Title: Finite Element Analysis of Shear Reinforcing of Reinforced Concrete Beams with Carbon Fiber Reinforced Polymer Grid-Strengthened Engineering Cementitious Composite
Language: English
Date: 2023
Place of Publication: Darmstadt
Publisher: MDPI
Journal or Publication Title: Buildings
Volume of the journal: 13
Issue Number: 4
Collation: 22 Seiten
DOI: 10.3390/buildings13041034
Corresponding Links:
Abstract:

This study investigates the shear behavior of reinforced concrete (RC) beams that have been strengthened using carbon fiber reinforced polymer (CFRP) grids with engineered cementitious composite (ECC) through finite element (FE) analysis. The analysis includes twelve simply supported and continuous beams strengthened with different parameters such as CFRP sheets, CFRP grid cross-sectional area, and CFRP grid size. To conduct the analysis, FE models of the RC beams were created and analyzed using ABAQUS software. Research results show that the strengthened RC beams with CFRP grids and ECC had approx. 30–50% higher shear capacity than reference RC beams. The composite action of CFRP grids with the ECCs also showed a significant ability to limit diagonal cracks and prevent the degradation of the bending stiffness of the RC beams. Furthermore, this study calculated the shear capacity of the strengthened beams using an analytical model and compared it with the numerical analysis results. The analytical equations showed only a 4% difference from the numerical results, indicating that the analytical model can be used in practice.

Uncontrolled Keywords: shear strengthening, CFRP grid, ECC, RC beams, finite element analysis
Additional Information:

This article belongs to the Special Issue Seismic Impact on Building Structures: Assessment, Design, and Strengthening

Classification DDC: 600 Technology, medicine, applied sciences > 620 Engineering and machine engineering
600 Technology, medicine, applied sciences > 690 Building and construction
Divisions: 13 Department of Civil and Environmental Engineering Sciences
13 Department of Civil and Environmental Engineering Sciences > Institute of Construction and Building Materials
Date Deposited: 02 Aug 2024 12:52
Last Modified: 02 Aug 2024 12:52
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