In this paper we present computational issues and technical features for a recent application of C-FRP strengthening on a fire damaged R/C floor. We start firstly analyzing some semplifications which can be introduced in the theoretical framework according to the evanescent flexural rigidity of dry tow sheets. Secondly, we review the execution procedure when a damaged structure is the concern. Finally, the results and the design data of an actual restoration under execution are presented.
Metodi di Ripristino di Strutture Danneggiate da Incendio Mediante Placcaggi in C-FRP
APRILE, Alessandra;
1998
Abstract
In this paper we present computational issues and technical features for a recent application of C-FRP strengthening on a fire damaged R/C floor. We start firstly analyzing some semplifications which can be introduced in the theoretical framework according to the evanescent flexural rigidity of dry tow sheets. Secondly, we review the execution procedure when a damaged structure is the concern. Finally, the results and the design data of an actual restoration under execution are presented.File in questo prodotto:
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