Basalt Fibre Reinforced Polymer for Strengthening of Self-Compacting Concrete Compression Member

Abstract

The innovative findings that exploiting Identity reinforced concrete (RC) compression members can be stiffened with basalt fibre reinforced polymer (BFRP) textiles are shown in this research paper. It illustrates how to use BFRP to stiffen RC members. BFRP fabrics are less cost-effective, have a higher fracture strain, and are more durable than other fibre reinforced polymer (FRP) materials. Self-compacts are a new type of concrete, which can be able to place without the use of vibration. If the reinforcement is congested, it can flow freely under its own gravity, thoroughly filling the formwork and maximising compaction. Materials such as to increase the load capacity of decreased concrete as a reinforcing agent for columnar, basalt fiber-reinforced polymer (BFRP) is employed. The test matrix is strengthened by using BFRP fabrics. The column gets tested with increasing layers of BFRP fabrics. The increasing of two to nine layers of BFRP fabrics was used. It shows a significant strength increase in the maximum load bearing capacity, shear capacity, and ductility of concrete column. Ultimate load bearing capacity has been found to have increased by 92%. This technique of restoring and strengthening existing RC structures in place saves money and helps the environment of countries seeking to repair and maintain old infrastructure.