Flexural response of HSC girders strengthened with non- and prestressed CFRP laminates

An experimental programme was carried out to characterise the flexural response of prestressed highstrength concrete (HSC) girders strengthened with CFRP laminates. For that purpose, four beams with 20 m span were subjected to four-point bending loads and the effectiveness of two distinct strengthen...

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Detalhes bibliográficos
Autor principal: Fernandes, P. (author)
Outros Autores: Sena-Cruz, José (author), Fernandes, C. (author), Silva, Patrícia (author), Costa, Daniel Dias da (author), Júlio, Eduardo (author)
Formato: conferencePaper
Idioma:eng
Publicado em: 2013
Assuntos:
CFRP
Flexural strengthening
Beam
EBR
Prestressing
Texto completo:http://hdl.handle.net/1822/25378
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/25378

Texto Completo

http://hdl.handle.net/1822/25378

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