Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion
Worldwide, steel corrosion is one of the greatest deterioration problems for reinforced concrete structures. Comparing some experimental results from literature with a complex FEM model, the present paper points out the principal aspects that characterize the static behavior of reinforced concrete (...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2019-07-01
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| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/9/7/160 |
| _version_ | 1818940833931460608 |
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| author | Antonio Bossio Stefania Imperatore Mahdi Kioumarsi |
| author_facet | Antonio Bossio Stefania Imperatore Mahdi Kioumarsi |
| author_sort | Antonio Bossio |
| collection | DOAJ |
| description | Worldwide, steel corrosion is one of the greatest deterioration problems for reinforced concrete structures. Comparing some experimental results from literature with a complex FEM model, the present paper points out the principal aspects that characterize the static behavior of reinforced concrete (RC) elements damaged by corrosion. Moreover, the nondimensional abaci defined for some specific case studies finalized to the evaluation of the residual flexural strength of corroded elements highlight the dangerousness of the corrosion degradation if the failure of the element is governed by the steel. |
| first_indexed | 2024-12-20T06:45:56Z |
| format | Article |
| id | doaj.art-6411bb6e0f144ac28fb28582d9953597 |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2024-12-20T06:45:56Z |
| publishDate | 2019-07-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj.art-6411bb6e0f144ac28fb28582d99535972022-12-21T19:49:42ZengMDPI AGBuildings2075-53092019-07-019716010.3390/buildings9070160buildings9070160Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by CorrosionAntonio Bossio0Stefania Imperatore1Mahdi Kioumarsi2Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, 80125 Napoli, ItalyDepartment of Civil Engineering, “Niccolò Cusano” University of Rome, Via Don Carlo Gnocchi, 3, 00166 Rome, ItalyDepartment of Civil Engineering and Energy Technology, Oslo Metropolitan University, Pilestredet 35, 0166 Oslo, NorwayWorldwide, steel corrosion is one of the greatest deterioration problems for reinforced concrete structures. Comparing some experimental results from literature with a complex FEM model, the present paper points out the principal aspects that characterize the static behavior of reinforced concrete (RC) elements damaged by corrosion. Moreover, the nondimensional abaci defined for some specific case studies finalized to the evaluation of the residual flexural strength of corroded elements highlight the dangerousness of the corrosion degradation if the failure of the element is governed by the steel.https://www.mdpi.com/2075-5309/9/7/160corrosionFEM modeldegradation abaciflexural strength |
| spellingShingle | Antonio Bossio Stefania Imperatore Mahdi Kioumarsi Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion Buildings corrosion FEM model degradation abaci flexural strength |
| title | Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion |
| title_full | Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion |
| title_fullStr | Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion |
| title_full_unstemmed | Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion |
| title_short | Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion |
| title_sort | ultimate flexural capacity of reinforced concrete elements damaged by corrosion |
| topic | corrosion FEM model degradation abaci flexural strength |
| url | https://www.mdpi.com/2075-5309/9/7/160 |
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