Archivio istituzionale della ricerca dell'Università degli Studi di Palermo
IRIS è il sistema di gestione integrata dei dati della ricerca (persone, pubblicazioni, progetti, attività) adottato dall’Università di Palermo, e ha lo scopo di raccogliere, conservare, documentare, e diffondere ad accesso aperto le informazioni relative alla produzione scientifica degli autori afferenti all’Ateneo.
EnglishIn the present paper, a simplified model to determine the moment-axial force domain of the cross-section of reinforced concrete columns subjected to corrosion process is presented. The model considers members with square and rectangular cross-sections and it accounts for cover spalling, buckling of longitudinal reinforcing bars, loss of bond of bar in tension, reduction of confinement pressures (due to the reduction of the area of stirrups and cracking of concrete induced by rust formation). The analytical expressions for prediction of the area reduction of steel, bond strength and critical load of longitudinal bars utilized were verified against experimental data available literature.
Campione G., Cannella F., Cavaleri L., Ferrotto M.F., & Papia M. (2018). Moment-Axial Domain of Corroded R.C. Columns. In Proceedings of Italian Concrete Days 2016 (pp. 440-453). GEWERBESTRASSE 11, CHAM, CH-6330, SWITZERLAND : Springer.
| Data di pubblicazione: | 2018 | |
| Titolo: | Moment-Axial Domain of Corroded R.C. Columns | |
| Autori: | ||
| Citazione: | Campione G., Cannella F., Cavaleri L., Ferrotto M.F., & Papia M. (2018). Moment-Axial Domain of Corroded R.C. Columns. In Proceedings of Italian Concrete Days 2016 (pp. 440-453). GEWERBESTRASSE 11, CHAM, CH-6330, SWITZERLAND : Springer. | |
| Abstract: | In the present paper, a simplified model to determine the moment-axial force domain of the cross-section of reinforced concrete columns subjected to corrosion process is presented. The model considers members with square and rectangular cross-sections and it accounts for cover spalling, buckling of longitudinal reinforcing bars, loss of bond of bar in tension, reduction of confinement pressures (due to the reduction of the area of stirrups and cracking of concrete induced by rust formation). The analytical expressions for prediction of the area reduction of steel, bond strength and critical load of longitudinal bars utilized were verified against experimental data available literature. | |
| Digital Object Identifier (DOI): | http://dx.doi.org/10.1007/978-3-319-78936-1_32 | |
| URL: | https://link.springer.com/book/10.1007/978-3-319-78936-1 | |
| Settore Scientifico Disciplinare: | Settore ICAR/09 - Tecnica Delle Costruzioni | |
| Appare nelle tipologie: | 2.01 Capitolo o Saggio |
File in questo prodotto:
| File | Descrizione | Tipologia | Licenza | |
|---|---|---|---|---|
| Domini in pressoflessione per colonne in c.a. con armatura corrosa.pdf | Post-print | Administrator Richiedi una copia |
http://hdl.handle.net/10447/389346
Copyright © 2021