Hybrid CFRP-based strengthening technique to increase the flexural resistance and concrete confinement of RC columns submitted to axial and cyclic lateral loading

A strengthening technique that combines carbon fibre reinforced polymer (CFRP) laminates and strips of wet lay-up CFRP sheet was used to increase the flexural resistance and the energy dissipation capacity of square cross-section columns of very low concrete strength submitted to constant axial comp...

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Detalhes bibliográficos
Autor principal: Barros, Joaquim A. O. (author)
Outros Autores: Perrone, Monia (author), Aprile, Alessandra (author)
Formato: conferencePaper
Idioma:eng
Publicado em: 2008
Assuntos:
Texto completo:http://hdl.handle.net/1822/12900
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/12900