The paper presents some of the results from a large experimental program undertaken at the Department of Civil Engineering of Salerno University. The static behavior under service conditions of FRP reinforced concrete beams is tested under four point bending. Within the whole experimental program, concerning forty beams, different FRP fiber types, concrete strengths and longitudinal reinforcement ratios are taken into consideration. The final aim is to investigate both deflections at midspan and crack widths. Moreover, the ultimate behavior up to failure is also investigated.

Travi di conglomerato cementizio armate con barre di FRP. Stato limite di esercizio

ASCIONE, Luigi;MANCUSI, Geminiano;SPADEA, SAVERIO
2010

Abstract

The paper presents some of the results from a large experimental program undertaken at the Department of Civil Engineering of Salerno University. The static behavior under service conditions of FRP reinforced concrete beams is tested under four point bending. Within the whole experimental program, concerning forty beams, different FRP fiber types, concrete strengths and longitudinal reinforcement ratios are taken into consideration. The final aim is to investigate both deflections at midspan and crack widths. Moreover, the ultimate behavior up to failure is also investigated.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11386/3137296
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