This paper presents an experimental and numerical study carried out to investigate the flexural and shear behavior of concrete-steel composite beams with circular web openings strengthened using two different techniques around openings. The experimental program conducted on nine...
Open access
Research Article10.9734/air/2019/v19i230119
This paper presents the numerical study to simulate the fatigue crack growth of artificially damaged steel Broad Flange I- beams section by single edge notched repaired with carbon fiber reinforced polymer CFRP strips. The study is carried out using ANSYS classic modeling approac...
Open access
Research Article10.9734/air/2019/v18i630108
Ahmed H. Abdel-Kareem, Ahmed S. Debaiky, Mohamed H. Makhlouf & M. Abdel-Baset·Advances in Research·2019
This paper presents the experimental results of investigations the shear behavior of strengthened reinforced concrete beams by using glass fiber reinforced polymers (GFRP) rods. The strengthening system used GFRP rods were done by Near Surface Mounted technique (NSM), NSM techniq...
Open access
Research Article10.9734/air/2019/v19i430129