Related Experiment Video
Updated: Sep 18, 2025

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors
Published on: April 10, 2018
Investigate the bond performance of basalt FRP bars under the effect of severe conditions
Mohamed Heshmat1, Hany El-Shafie2, Fareed Elgabbas2
1Structural Engineering Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt. Mohammed.Heshmat@eng.asu.edu.eg.
Abstract:
This paper aims to evaluate the bond performance of basalt FRP bars under severe conditions such as salts, alkaline, and water. Specimens were tested under direct pull-out tensile load. The specimens were exposed to aggressive solutions at an elevated temperature of 60 °C to accelerate the degradation process. The parameters were the concrete compressive strength (CCS) (25, 45, and 60 MPa), the exposure condition (water, salts, and alkaline), and the exposure duration (30, 60, and 90 days). Seventy-two specimens were investigated in terms of bond strength, failure mechanism, and stress-slippage response. The most detrimental environment was the alkaline environment, while the salt environment had an insignificant effect on the bond strength. After 90 days of conditioning in the alkaline solution, the normalized bond strength had reduced by 17.29%, 12.74%, and 8.72% for specimens of concrete compressive strength (CCS) of 25 MPa, 45 MPa, and 60 MPa, respectively.
Related Concept Videos
Fiber Reinforced Concrete
Reinforcements in Concrete
Strength of Cement
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
Tensile Strength Considerations of Concrete
The dimensions and shape of a concrete specimen...
Stress-Strain Diagram - Brittle Materials
Bonding and Strength of Aggregate

