Shear capacity of HPFRC beams flexurally reinforced with steel and prestressed GFRP bars

This paper presents the relevant results from an experimental program to assess the shear capacity of high performance fiber reinforced concrete (HPFRC) beams flexurally reinforced with a hybrid system of passive steel and prestressed GFRP longitudinal bars. Three series of two beams with different...

ver descrição completa

Detalhes bibliográficos
Autor principal: Soltanzadeh, Fatemeh (author)
Outros Autores: Mazaheripour, H. (author), Barros, Joaquim A. O. (author), Sena-Cruz, José (author)
Formato: conferencePaper
Idioma:eng
Publicado em: 2013
Assuntos:
High performance fiber reinforced concrete
Hybrid steel/GFRP flexural reinforcing system
Shear Failure
Design Codes
Texto completo:http://hdl.handle.net/1822/25387
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/25387

Texto Completo

http://hdl.handle.net/1822/25387

Registros relacionados