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2020 | OriginalPaper | Chapter

A Model for the Analysis at ULS of Corroded RC Beams

Authors : A. Recupero, N. Spinella, F. Tondolo

Published in: Proceedings of Italian Concrete Days 2018

Publisher: Springer International Publishing

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Abstract

The proposed model is able to consider the interaction between bending, shear and normal forces. Some experimental tests present in the literature, where the structural behaviour of reinforced concrete beams in presence of corrosion of longitudinal and transversal rebar was investigated, were used in the present study in order to validate the proposed model. The numerical results seem to be in good agreement with the experimental ones.

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Literature
go back to reference Alaskar A (2013) Shear behaviour of slender RC beams with corroded web reinforcement. Master’s thesis, University of Waterloo Alaskar A (2013) Shear behaviour of slender RC beams with corroded web reinforcement. Master’s thesis, University of Waterloo
go back to reference Cesetti A, Mancini G, Tondolo F, Recupero A, Spinella N (2016) Physical model for structural evaluation of R.C. beams in presence of corrosion. In: Frank D, Beushausen H-D, Alexander MG, Moyo P (eds) Proceedings of the 4th international conference on concrete repair, rehabilitation and retrofitting, ICCRRR 2015. Leipzig, Germany, pp 107–114 Cesetti A, Mancini G, Tondolo F, Recupero A, Spinella N (2016) Physical model for structural evaluation of R.C. beams in presence of corrosion. In: Frank D, Beushausen H-D, Alexander MG, Moyo P (eds) Proceedings of the 4th international conference on concrete repair, rehabilitation and retrofitting, ICCRRR 2015. Leipzig, Germany, pp 107–114
go back to reference Italian MIT (2008) D.M. 14 January 2008. Nuove Norme tecniche per le costruzioni. Gazzetta Ufficiale, vol. 29 [in Italian] Italian MIT (2008) D.M. 14 January 2008. Nuove Norme tecniche per le costruzioni. Gazzetta Ufficiale, vol. 29 [in Italian]
go back to reference Presti AL, Recupero A, Spinella N (2017) Influence of rebar corrosion on RC frame push-over response. In: High tech concrete: where technology and engineering meet - proceedings of the 2017 fib symposium, pp 2118–2126 Presti AL, Recupero A, Spinella N (2017) Influence of rebar corrosion on RC frame push-over response. In: High tech concrete: where technology and engineering meet - proceedings of the 2017 fib symposium, pp 2118–2126
go back to reference Rodriguez J, Ortega LM, Casal J, Diez JM (1996) Assessing structural conditions of concrete structures with corroded reinforcement. In: Conference, concrete repair, rehabilitation and protection; E & FN Spon, Dundee, pp 65–78 Rodriguez J, Ortega LM, Casal J, Diez JM (1996) Assessing structural conditions of concrete structures with corroded reinforcement. In: Conference, concrete repair, rehabilitation and protection; E & FN Spon, Dundee, pp 65–78
Metadata
Title
A Model for the Analysis at ULS of Corroded RC Beams
Authors
A. Recupero
N. Spinella
F. Tondolo
Copyright Year
2020
DOI
https://doi.org/10.1007/978-3-030-23748-6_3