Experimental and numerical study of compressive behavior of axially loaded circular ultra-high-performance concrete-filled tube columns

Author:

Abadel Aref A.,Khan M. Iqbal,Masmoudi Radhouane

Funder

King Saud University

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference73 articles.

1. Experimental investigation and computational simulation of slender self-stressing concrete-filled steel tube columns;Liu;J. Build. Eng.,2022

2. Protection of steel tube against corrosion using self-prestressing UHPC prepared with expansive agent and steel fibers;Khan,2022

3. Effectiveness of GFRP strengthening of normal and high strength fiber reinforced concrete after exposure to heating and cooling;Abadel;Eng. Sci. Technol. Int. J.,2022

4. Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams;Abadel;Case Stud. Constr. Mater.,2022

5. Confinement effectiveness of CFRP strengthened ultra-high performance concrete cylinders exposed to elevated temperatures;Abadel;Mater. Sci. -Pol.,2021

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