Cyclic lateral behavior of NLFEA heat-damaged circular CFT steel columns confined at the end with CFRP composites

Author:

Al-Rousan Rajai Z.

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference71 articles.

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2. Experimental study on residual flexural behavior of reinforced concrete beams after exposure to fire;Yuye;Adv. Mater. Res.,2012

3. An anchoring groove technique to enhance the bond behavior between heat-damaged concrete and CFRP composites;Al-Rousan;Buildings,2020

4. Impact of elevated temperature and anchored grooves on the shear behavior of reinforced concrete beams strengthened with CFRP composites;Al-Rousan;Case Stud. Constr. Mater.,2021

5. The behavior heated-damaged reinforced concrete beams retrofitted with different CFRP strip length and number of transverse groove;Al-Rousan;Case Stud. Constr.,2022

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