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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Bibliographic Details
Main Author: Fernandes, P. (author)
Other Authors: Sena-Cruz, José (author), Fernandes, C. (author), Silva, Patrícia (author), Costa, Daniel Dias da (author), Júlio, Eduardo (author)
Format: conferencePaper
Language:eng
Published: 2013
Subjects:
CFRP
Flexural strengthening
Beam
EBR
Prestressing
Online Access:http://hdl.handle.net/1822/25378
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/25378

Internet

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

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