Theoretical model and computacional procedure to evaluate the NSM FRP strips shear strength contribution to a RC beam

This paper presents a closed-form procedure to evaluate the shear strength contribution provided to a Reinforced Concrete (RC) beam by a system of Near Surface Mounted (NSM) Fiber Reinforced Polymer (FRP) strips. This procedure is based on the evaluation of: a) the constitutive law of the average-av...

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Bibliographic Details
Main Author: Bianco, V. (author)
Other Authors: Monti, G. (author), Barros, Joaquim A. O. (author)
Format: article
Language:eng
Published: 2011
Subjects:
FRP
NSM
Computational procedure
Shear strengthening
Concrete fracture
Debonding
Tensile rupture
Science & Technology
Online Access:http://hdl.handle.net/1822/12822
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/12822

Internet

http://hdl.handle.net/1822/12822

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