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 Capacity of RC Beams Strengthened with FRP for Repaired Section

This study focused on the shear strength and flexural strength of enlarged-section reinforced concrete beams strengthened with FRP after the repaired section. Four cross-sections are proposed to calculate the shear strength and flexural strength in accordance with the building code, ACI 440.2R. In addition, 33 sample beams were calculated in accordance with three building codes…

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…

2D Structural modelling and analysis of heat transfer through three walls for furnace glass using ANSYS program

The purpose of this paper was created a process by means of which to develop an application for calculation and numerical simulation of the 2-dimensional of furnace glass of heat transfer as heat conduction and heat convection. All of this, applying to experimental was cased reality-based where numerical simulation has been chosen, which was the…