A design approach to determine the shear capacity of reinforced concrete beams shear strengthened with NSM systems

This paper present a design approach to predict the shear capacity of reinforced concrete (RC) beams strengthened with fiber reinforced polymer (FRP) laminates/rods applied according to the near surface mounted (NSM) technique. The new approach is based on the simplified modified compression field t...

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Bibliographic Details
Main Author: Baghi, Hadi (author)
Other Authors: Barros, Joaquim A. O. (author)
Format: article
Language:eng
Published: 2017
Subjects:
Reinforced concrete beams
Shear strengthening
Fiber Reinforced Polymer
Simplified Modified Compression Field Theory
Sensitivity Analysis
Monte Carlo simulation
Concrete and masonry structures
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Online Access:http://hdl.handle.net/1822/45427
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/45427

Internet

http://hdl.handle.net/1822/45427

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