Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification
The use of prestressed precast hollow core slabs has intensified as technological advances. However, the knowledge of the structural behavior when openings are inserted into this element is still limited, mainly due to the shear force. Therefore, the present study aims to analyze the structural beha...
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| Format: | Article |
| Language: | English |
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MDPI AG
2023-07-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/13/7/1857 |
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| author | Gregory Pinheiro Armando Moreno Júnior Arturo Schultz Igor Silva Felipe N. Arroyo Vinícius Aquino Marcelo Ferreira Roberto Carvalho Herisson Santos André L. Christoforo Fernando Almeida Filho |
| author_facet | Gregory Pinheiro Armando Moreno Júnior Arturo Schultz Igor Silva Felipe N. Arroyo Vinícius Aquino Marcelo Ferreira Roberto Carvalho Herisson Santos André L. Christoforo Fernando Almeida Filho |
| author_sort | Gregory Pinheiro |
| collection | DOAJ |
| description | The use of prestressed precast hollow core slabs has intensified as technological advances. However, the knowledge of the structural behavior when openings are inserted into this element is still limited, mainly due to the shear force. Therefore, the present study aims to analyze the structural behavior of the shear test of prestressed hollow core slabs with openings. In this paper, three types of hollow core slabs were tested: no openings, a central opening and side openings; using experimental and numerical methodology. The experimental test was carried out in the Federal University of São Carlos, and the numerical analysis used the software ABAQUS. All results were compared with three standard formulations (i.e., NBR, ACI and Eurocode), in order to verify its accuracy. In the end, the numerical results demonstrated that the developed model (CDP) presented results close to the experimental results. For the hollow core slab with a central opening, a rupture occurred in the web adjacent to the opening. On the other hand, for the hollow core slab with side openings, the rupture occurred at the edge of the web. Therefore, it was possible to conclude that the openings influence the main web tensions, being responsible for the diagonal model stress rupture. Finally, the Brazilian and Eurocode standard formulations proved to be good estimators of the resistant shear force. |
| first_indexed | 2024-03-11T01:13:15Z |
| format | Article |
| id | doaj.art-0a47cf1818e2413fb13d9f9dd2f6a011 |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2024-03-11T01:13:15Z |
| publishDate | 2023-07-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj.art-0a47cf1818e2413fb13d9f9dd2f6a0112023-11-18T18:40:02ZengMDPI AGBuildings2075-53092023-07-01137185710.3390/buildings13071857Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation VerificationGregory Pinheiro0Armando Moreno Júnior1Arturo Schultz2Igor Silva3Felipe N. Arroyo4Vinícius Aquino5Marcelo Ferreira6Roberto Carvalho7Herisson Santos8André L. Christoforo9Fernando Almeida Filho10Department of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilStructures Department, University of Campinas, Avenue Albert Einstein 951, Campinas 13083-970, BrazilDepartment of Civil, Environmental, and Geo-Engineering, University of Minnesota, 500 Pillsbury Drive SE, Minneapolis, MN 55455, USADepartment of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilDepartment of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilDepartment of Civil Engineering, Federal University of the South and Southeast of Pará, St. Geraldo Ramalho, 33, Santana do Araguaia 68560-000, BrazilDepartment of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilDepartment of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilFederal Institute of Education Science and Technology of Rondônia, Vilhena 76870-000, BrazilDepartment of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilDepartment of Civil Engineering, Federal University of São Carlos, Washington Luís Highway, km 235, São Carlos 13565-905, BrazilThe use of prestressed precast hollow core slabs has intensified as technological advances. However, the knowledge of the structural behavior when openings are inserted into this element is still limited, mainly due to the shear force. Therefore, the present study aims to analyze the structural behavior of the shear test of prestressed hollow core slabs with openings. In this paper, three types of hollow core slabs were tested: no openings, a central opening and side openings; using experimental and numerical methodology. The experimental test was carried out in the Federal University of São Carlos, and the numerical analysis used the software ABAQUS. All results were compared with three standard formulations (i.e., NBR, ACI and Eurocode), in order to verify its accuracy. In the end, the numerical results demonstrated that the developed model (CDP) presented results close to the experimental results. For the hollow core slab with a central opening, a rupture occurred in the web adjacent to the opening. On the other hand, for the hollow core slab with side openings, the rupture occurred at the edge of the web. Therefore, it was possible to conclude that the openings influence the main web tensions, being responsible for the diagonal model stress rupture. Finally, the Brazilian and Eurocode standard formulations proved to be good estimators of the resistant shear force.https://www.mdpi.com/2075-5309/13/7/1857precast concreteprestressingfinite element methodstructural behaviorshear force |
| spellingShingle | Gregory Pinheiro Armando Moreno Júnior Arturo Schultz Igor Silva Felipe N. Arroyo Vinícius Aquino Marcelo Ferreira Roberto Carvalho Herisson Santos André L. Christoforo Fernando Almeida Filho Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification Buildings precast concrete prestressing finite element method structural behavior shear force |
| title | Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification |
| title_full | Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification |
| title_fullStr | Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification |
| title_full_unstemmed | Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification |
| title_short | Shear Behavior of Prestressed Hollow Core One-Way Slabs with Openings: Experimental, Numerical, and Standard Formulation Verification |
| title_sort | shear behavior of prestressed hollow core one way slabs with openings experimental numerical and standard formulation verification |
| topic | precast concrete prestressing finite element method structural behavior shear force |
| url | https://www.mdpi.com/2075-5309/13/7/1857 |
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