Behaviour of square concrete filled FRP tube columns under concentric, uniaxial eccentric, biaxial eccentric and four-point bending loads

Author:

Alelaimat Radwan A.,Sheikh M. NeazORCID,Hadi Muhammad N.S.ORCID

Funder

Hashemite University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference56 articles.

1. Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Experimental investigation;Fam;J. Compos. Constr.,2005

2. Effect of column parameters on frp-confined concrete;Mirmiran;J. Compos. Constr.,1998

3. Concrete-filled square and rectangular FRP tubes under axial compression;Ozbakkaloglu;J. Compos. Constr.,2008

4. Behavior of concrete columns confined with fiber reinforced polymer tubes;Saafi;ACI Struct. J.,1999

5. Normalized confinement stiffness approach for modeling FRP-confined concrete;Yazici;J. Compos. Constr.,2012

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