Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

Author:

Harajli Mohamed H.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference22 articles.

1. ACI Committee 440. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-02, American Concrete Institute, Detroit, MI, 2002.

2. Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial–flexural loading;Chaallal;ACI Struct J,2002

3. Performance of axially loaded short rectangular columns strengthened with carbon fiber-reinforced polymer wrapping;Chaallal;J Compos Const, ASCE,2003

4. Theoretical stress–strain model for confined concrete;Mander;J Struct Engrg, ASCE,1988

5. Strength enhancement of rectangular reinforced concrete columns using fiber-reinforced polymer;Tan;J Compos Const, ASCE,2002

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