CINECA IRIS Institutional Research Information System
IRIS è la soluzione IT che facilita la raccolta e la gestione dei dati relativi alle attività e ai prodotti della ricerca. Fornisce a ricercatori, amministratori e valutatori gli strumenti per monitorare i risultati della ricerca, aumentarne la visibilità e allocare in modo efficace le risorse disponibili.
EnglishThe mechanical response of solid clay brickwork in presence of CFRP near-surface reinforcement and under eccentric loads is addressed in this paper. Experimental tests on CFRP reinforced masonry (CFRP-RM) prisms under eccentric loads are compared to similar tests on URM specimens in order to give a preliminary insight in the collapse mechanisms of CFRP-reinforced masonry. While URM is found to exhibit a quasi-brittle response, so raising objections to several analytical procedures for masonry bridge assessment, CFRP reinforcement may be responsible of a significant increase in the brickwork compressive strength and ductility. Some considerations on the cracking processes inside reinforced masonry prisms are discussed
Scheda prodotto non validato
Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo
| Titolo: | Mechanical response of solid clay brickwork under eccentric loading. Part II: CFRP Reinforced Masonry |
| Autori: | |
| Data di pubblicazione: | 2005 |
| Rivista: | |
| Abstract: | The mechanical response of solid clay brickwork in presence of CFRP near-surface reinforcement and under eccentric loads is addressed in this paper. Experimental tests on CFRP reinforced masonry (CFRP-RM) prisms under eccentric loads are compared to similar tests on URM specimens in order to give a preliminary insight in the collapse mechanisms of CFRP-reinforced masonry. While URM is found to exhibit a quasi-brittle response, so raising objections to several analytical procedures for masonry bridge assessment, CFRP reinforcement may be responsible of a significant increase in the brickwork compressive strength and ductility. Some considerations on the cracking processes inside reinforced masonry prisms are discussed |
| Handle: | http://hdl.handle.net/11567/247128 |
| Appare nelle tipologie: | 01.01 - Articolo su rivista |
File in questo prodotto:
Copyright © 2020