Carbon Fiber Reinforced Polymer (CFRP) is more and more used in the structural consolidation else of concrete and of masonry structures. As it is well known, at least for a structural collapse analysis, the key ingredients in the design of CFRP reinforcements are the maximum load and the effective bond length, beyond which no increase the maximum load. In the paper the main results of an experimental campaign devoted to the determination of the said maximum load and effective length of CFRP reinforcement applied to brick samples is reported and described.
An analysis of CFRP-brick bonded joints / S. Briccoli Bati; M. Fagone. - ELETTRONICO. - (2010), pp. 1-4. (Intervento presentato al convegno XVIII Convegno Italiano di Meccanica Computazionale tenutosi a Siracusa nel 22-24 Settembre 2010).
An analysis of CFRP-brick bonded joints
BRICCOLI BATI, SILVIA;FAGONE, MARIO
2010
Abstract
Carbon Fiber Reinforced Polymer (CFRP) is more and more used in the structural consolidation else of concrete and of masonry structures. As it is well known, at least for a structural collapse analysis, the key ingredients in the design of CFRP reinforcements are the maximum load and the effective bond length, beyond which no increase the maximum load. In the paper the main results of an experimental campaign devoted to the determination of the said maximum load and effective length of CFRP reinforcement applied to brick samples is reported and described.
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