Experimental tests of two span continuous concrete beams reinforced with hybrid GFRP-Steel bars

Author:

Araba Almahdi Mohamed,Zinkaah Othman Hameed,Alhawat Musab,Ashour Ashraf

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. Experimental tests of two-span continuous concrete deep beams reinforced with GFRP bars and strut-and-tie method evaluation;Zinkaah;Compos Struct,2019

2. June. Bond strength between corroded steel reinforcement and recycled aggregate concrete;Alhawat;Structures,2019

3. Load capacity predictions of continuous concrete deep beams reinforced with GFRP bars;Zinkaah;Structures,2019

4. Influence of strut geometry on the size effect of FRP reinforced simply supported deep beams: a theoretical analysis;Zinkaah;Math Model Eng Probl,2022

5. Stress concentration factors in steel tubular KT-connections with FRP-wrapping under bending moments;Zavvar;Structures (Elsevier),2021

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