Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Experimental research

This paper aims to investigate the shear failure mechanisms in beams exclusively reinforced with longitudinal glass fiber reinforced polymer bars and to propose a design-based approach to predict the shear capacity of this type of beams. An experimental program composed of seven T cross section shap...

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Bibliographic Details
Main Author: Kaszubska, Monika (author)
Other Authors: Kotynia, Renata (author), Barros, Joaquim A. O. (author), Baghi, Hadi (author)
Format: article
Language:eng
Published: 2018
Subjects:
aggregate interlock
DIC
dowel effect
GFRP flexural reinforcement
shear capacity
shear failure
T-shaped RC beams
Science & Technology
Online Access:http://hdl.handle.net/1822/58683
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/58683

Internet

http://hdl.handle.net/1822/58683

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