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...
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Other Authors: | , , |
Format: | conferencePaper |
Language: | eng |
Published: |
2013
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Subjects: | |
Online Access: | http://hdl.handle.net/1822/25387 |
Country: | Portugal |
Oai: | oai:repositorium.sdum.uminho.pt:1822/25387 |