The problem of eccentric loading of solid clay brick masonry, typical of arch-type structures, is addressed in this paper. Experimental tests are performed on unreinforced (URM) and CFRP reinforced masonry (CFRP-RM) prisms under loads with different eccentricities. URM is shown to exhibit a quasi-brittle response, so raising objections to several analytical procedures for masonry bridge assessment. CFRP-RM shows a significant increase in the compressive strength and may also lead to an increase in ductility. Some hints on the cracking processes inside the masonry prisms are discussed
Compressive strength of eccentrically loaded solid clay brick masonry: the effect of CFRP reinforcement
BRENCICH, ANTONIO;GAMBAROTTA, LUIGI;
2003-01-01
Abstract
The problem of eccentric loading of solid clay brick masonry, typical of arch-type structures, is addressed in this paper. Experimental tests are performed on unreinforced (URM) and CFRP reinforced masonry (CFRP-RM) prisms under loads with different eccentricities. URM is shown to exhibit a quasi-brittle response, so raising objections to several analytical procedures for masonry bridge assessment. CFRP-RM shows a significant increase in the compressive strength and may also lead to an increase in ductility. Some hints on the cracking processes inside the masonry prisms are discussed
File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
