Results of an experimental campaign concerning the long-term behavior of FRP plates bonded to concrete are presented. Four CFRP plates with three different bonded lengths (from 100 mm to 400 mm) have been subject to long-term constant traction force. The tests have been carried out in a climatic room with a constant temperature T=20°C and humidity RH=60%, for about five years. The strain profile evolution with time along the bonded length has been recorded by using a number of strain gauges along the plates. An appreciable stress redistribution with time along the plate has been observed. At the end of the long-term test, all specimens have been subjected to failure load in order to verify if the interface behaviour was affected by the long-term loading application. No remarkable degradation has been found.

The effect of long-term loading on the CFRP-concrete bonding strength / C. Mazzotti; M. Savoia. - STAMPA. - (2011), pp. 119-127. (Intervento presentato al convegno CDCC 2011 Fourth International Conference on Durability & Sustainability of FRP Composites for Construction and Rehabilitation tenutosi a Quebec City, Quebec, Canada nel 20/07/2011 - 22/07/2011).

The effect of long-term loading on the CFRP-concrete bonding strength

MAZZOTTI, CLAUDIO;SAVOIA, MARCO
2011

Abstract

Results of an experimental campaign concerning the long-term behavior of FRP plates bonded to concrete are presented. Four CFRP plates with three different bonded lengths (from 100 mm to 400 mm) have been subject to long-term constant traction force. The tests have been carried out in a climatic room with a constant temperature T=20°C and humidity RH=60%, for about five years. The strain profile evolution with time along the bonded length has been recorded by using a number of strain gauges along the plates. An appreciable stress redistribution with time along the plate has been observed. At the end of the long-term test, all specimens have been subjected to failure load in order to verify if the interface behaviour was affected by the long-term loading application. No remarkable degradation has been found.
2011
CDCC 2011Fourth International Conference on DURABILITY AND SUSTAINABILITY OF FIBRE REINFORCED POLYMER (FRP) COMPOSITES FOR CONSTRUCTION AND REHABILITATION
119
127
The effect of long-term loading on the CFRP-concrete bonding strength / C. Mazzotti; M. Savoia. - STAMPA. - (2011), pp. 119-127. (Intervento presentato al convegno CDCC 2011 Fourth International Conference on Durability & Sustainability of FRP Composites for Construction and Rehabilitation tenutosi a Quebec City, Quebec, Canada nel 20/07/2011 - 22/07/2011).
C. Mazzotti; M. Savoia
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/115133
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