Analytical model to predict dilation behavior of FRP confined circular concrete columns subjected to axial compressive loading

Experimental research and real-case applications are demonstrating that the use of fiber–reinforced polymer (FRP) composite materials can be a solution to substantially improve circular cross section concrete columns in terms of strength, ductility, and energy dissipation. The present study is dedic...

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Bibliographic Details
Main Author: Shayanfar, Javad (author)
Other Authors: Rezazadeh, Mohammadali (author), Barros, Joaquim A. O. (author)
Format: article
Language:eng
Published: 2020
Subjects:
FRP confined concrete columns
Full and partial confinement
Dilation behavior
Analytical model
Confinement stiffness index
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Online Access:http://hdl.handle.net/1822/71783
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/71783

Internet

http://hdl.handle.net/1822/71783

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