Bond Strength Assessment of Post-Installed Single Reinforcement using Finite Element Analysis

For the renovation of concrete structures, a post-installed reinforcement system is used to connect the existing and new concrete structures. In that application, hole drilling is carried out into the existing concrete, and then the reinforcements are inserted into the holes with adhesive material. The reason to propose this study because of construction need to…

Assessment of Bond Behavior of Post-Installed Bundled Reinforcement using Finite Element Method

Post-installed bundled reinforcement is used to connect the existing concrete with new concrete structures when the post-installed single reinforcement is not feasible. In this study, the assessment of the bond behavior of the post-installed bundled reinforce-ment is carried out using the finite element method (FEM). The study focused on evaluating the bond strength, and failure…

Prediction the Shear Strength for FRP Shear Strengthened RC Beams Based on Optimised Truss Models

This paper presents the analytical optimised truss model based on the principle of the minimum total strain energy theorem. The model was validated against 90 experimental data collected from the literature. The predicted shear strength in the analysis showed a very satisfactory correlation with the test results, with the average experimental/analytical failure load ratio of…

Retrofitting and Strengthening Interventions of RC Members Using Ultra High Performance Concrete (UHPC)

Two test series with various UHPC strengthening interventions were conducted in this study to investigate the behaviour of composite reinforced concrete (RC) slabs strengthened with UHPC. The first, RE series is a retrofit interventions, tested UHPC as patch material for repairing deteriorated concrete structures. As for the second, OV series is a UHPC overlay interventions,…

A Study on Effective Strains in Different FRP Shear Strengthening Schemes for Analytical Optimized Truss Models

This paper presents an optimized truss model based on the principle of minimum total energy theorem. Six most recent effective strain ɛfrp,e models including three design guidelines were selected for the analysis. Three reinforced concrete beams strengthened with different fiber reinforced polymer (FRP) schemes were chosen. Comparing with current design guidelines, the results of these…

Investigation of laser texture density and diameter on the tribological behavior of hydrogenated DLC coating with line contact configuration

The technique of laser texturing has been gaining popularity in recent years because of its use in enhancement of tribological performance. In this paper, the effect of indirect laser texturing is analyzed on hydrogenated DLC coating under line contact configuration. Most previous research studies have been carried out for point contact configuration. The aim of…

Production optimization and tribological characteristics of cottonseed oil methyl ester

This paper presented experimental results to evaluate the optimization of production parameters through response surface methodology. These parameters significantly affected the yield of cottonseed oil methyl ester (COME). The input variables for the production of methyl ester from cottonseed oil were methanol/oil molar ratio, concentration of catalyst, temperature, and stirring speed. The response or output…