Tensile Properties Of Bars Research Articles

Effect of harsh environmental conditions on the tensile properties of GFRP bars

This paper presents the test results of an experimental study carried out to investigate the residual tensile properties of new generation of GFRP bars after being subjected to several harsh environmental conditions for different periods. The bars were exposed to ten different environmental conditions for 6, 12, and 18months. In addition to a control laboratory condition, the environments included exposure to ordinary tap water and sea water at two temperatures (room and 50°C), sea water dry/wet, alkaline solution, and hot-dry condition at 50°C. Furthermore, the environments included two typical harsh field conditions of the Kingdom of Saudi Arabia. The performance of the GFRP bars was evaluated by conducting tensile tests on the bars after different exposure periods. Scanning electron microscope was used to investigate the degradation mechanism of the bars. After 18months of exposure, the test results showed that at 50°C the tap water and alkaline solution had the maximum harmful effect on the tensile strength of the tested GFRP bars. The two field conditions considered in the present study did not show any significant effect on the tensile properties of the bars. The test results also showed that the GFRP bars tested in this study had better resistance to alkalinity and water compared to most of the GFRP bars in the literature.

Tensile Properties of GFRP Bars after Exposure to Harsh Laboratory and Field Environmental Conditions

This paper presents the test results of an experimental study that investigates the durability of a new generation of Glass Fiber Reinforced Polymer (GFRP) bars. A total of 60 GFRP bars were embedded in concrete prisms and exposed to ten environmental conditions for 6 and 12 months. The environments included exposure to ordinary tap water, sea water, and alkaline solution at two temperatures (room and 50°C). The environments also included two typical field conditions of the Kingdom of Saudi Arabia (Gulf area and Riyadh area). The performance of the GFRP bars was evaluated by conducting tensile tests on the bars extracted out of the concrete specimens after exposure to the environmental conditions. After 12 months of exposure, the test results showed that the tap water at 50°C had the maximum effect on the tensile strength of the GFRP bars. The two field conditions did not show any harmful effect on the tensile properties of the bars after 12 months of exposure.