Stress-strain modelling of circular concrete-filled FRP–steel composite tube columns under axial compression load-Reference-Cited by-同舟云学术

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Stress-strain modelling of circular concrete-filled FRP–steel composite tube columns under axial compression load

Published:2024-09 Issue: Volume:67 Page:107040
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Hamed Asmaa Y.,Hassanein M.F.,Hasan Mohamed Abdel-Shakour

Publisher

Elsevier BV

Reference79 articles.

1. Performance of circular concrete-filled fiber-reinforced polymer-steel composite tube columns under axial compression;Wei;J Reinf Plast Compos,2014

2. Axial bearing capacity of short FRP confined concrete-filled steel tubular columns;Liu;J Wuhan Univ Technol-Mater Sci Ed,2010

3. Design formulas of concrete-filled circular steel tubes reinforced by carbon fiber reinforced plastic sheets;Park;Procedia Eng,2011

4. Axial loading behavior of CFRP strengthened concrete-filled steel tubular stub columns;Tao;Adv Struct Eng,2007

5. Behavior of FRP-confined concrete-filled steel tube columns;Lu;Polym Bull,2014

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