Fire behaviour of reinforced concrete slab strips strengthened with prestressed NSM-CFRP laminates: Fid-Bau Portal

Fire behaviour of reinforced concrete slab strips strengthened with prestressed NSM-CFRP laminates

Azevedo, Adriana S. / Firmo, João P. / Correia, João R. / Firouz, Reza M. / Barros, Joaquim A.O.

Graphical abstract Display Omitted

Highlights • Fire tests on RC slabs strengthened with prestressed (0 %–50 %) CFRP-NSM systems. • Fire resistance of prestressed NSM systems decreased with prestress level increase. • Fire resistance of prestressed NSM systems increased with fire protection. • Critical temperatures at CFRP anchorages ranged between 1.6 × Tg and 3.4 × Tg.

Abstract Carbon fibre reinforced polymer (CFRP) composites are now widely used to strengthen reinforced concrete (RC) structures. Among the strengthening systems available, near-surface mounted (NSM)-prestressed CFRP laminates offer several advantages, as they significantly increase the load carrying capacity and also the serviceability performance of RC structures. However, as for other CFRP systems, there is a concern about their behaviour at elevated temperature and under fire exposure due to the glass transition process undergone by their polymeric components. Nevertheless, the fire performance of NSM-prestressed-CFRP strengthening systems has not yet been investigated. This paper presents an experimental study about the fire resistance behaviour of RC slab strips strengthened with prestressed NSM-CFRP laminates; the slabs were simultaneously subjected to a mechanical (fire) load and the ISO 834 fire curve, and the influence of the following parameters on their fire resistance behaviour was assessed: (i) the prestress level (0 %, 25 % and 50 % of the CFRP tensile strength), and (ii) the presence of passive fire protection, comprising up to 48 mm thick calcium silicate (CS) boards. The results obtained showed that: (i) without fire protection, the strengthening system remained effective during a very low period of fire exposure, which significantly decreased with the prestress level, from 16 min (0 %) to less than 5 min (50 %); (ii) with fire protection, even with 50 % of prestress, the strengthening system remained effective for more than 120 min; and (iii) the “critical” temperatures in the anchorages of the strengthening systems were found to be about 2.5Tg, 2.0Tg and 1.5Tg, for the prestress levels of 0 %, 25 % and 50 %, respectively, with Tg being the glass transition temperature of the adhesive.