Simulation of Lateral Torsional Buckling of I-Shape Cellular Steel Beam with Application of Transverse Stiffeners

To find ways of reducing the risks of lateral torsional buckling on the perforated sections in web by adding transverse stiffeners is the purpose of this study. The comparison of the T-shaped transverse stiffeners and normal transverse stiffeners was found that the use of T-shaped transverse stiffeners with the thickness increasing, reduce the lateral displacement…

A Study on Bond Properties between NSC Substrate and UHPC

Ultra-high performance concrete (UHPC) is suitable for the durable rehabilitation and strengthening of deteriorated normal strength concrete (NSC) structures due to its excellent characteristics, such as superior compressive strength, high tensile capacity, and excellent bond properties. However, a successful repair depends on whether the UHPC-NSC interface can provide good bonding performance under various applied loads…