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, 2023, 13 (4)
doi: 10.26083/tuprints-00023790
Article, Secondary publication, Publisher's Version
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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 |
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Erschienen: | 2023 |
Creators: | Sharifi Ghalehnoei, Mohammadsina ; Javanmardi, Ahad ; Izadifar, Mohammadreza ; Ukrainczyk, Neven ; Koenders, Eduardus |
Type of entry: | Secondary publication |
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 |
Year of primary publication: | 2023 |
Publisher: | MDPI |
Journal or Publication Title: | Buildings |
Volume of the journal: | 13 |
Issue Number: | 4 |
Collation: | 22 Seiten |
DOI: | 10.26083/tuprints-00023790 |
URL / URN: | https://tuprints.ulb.tu-darmstadt.de/23790 |
Corresponding Links: | |
Origin: | Secondary publication DeepGreen |
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 |
Status: | Publisher's Version |
URN: | urn:nbn:de:tuda-tuprints-237901 |
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: | 12 May 2023 08:15 |
Last Modified: | 15 May 2023 11:27 |
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- Finite Element Analysis of Shear Reinforcing of Reinforced Concrete Beams with Carbon Fiber Reinforced Polymer Grid-Strengthened Engineering Cementitious Composite. (deposited 12 May 2023 08:15) [Currently Displayed]
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