Experimental Analysis of Traditional and NFRP Concrete for Frame Members   

Abstract

The reinforced concrete is mixed with substances of natural fibrous that are termed as Natural Fiber -Reinforced Concrete and includes the cement-based grid that has been done out of cement, sand, water and additives, where small length filaments are dispersed. The primary purpose of this research is to promote an understanding of the joint efficiency, relating to Efficiency-Based Seismic Design (PBSD) of reinforced-concrete frameworks, to forecast the best results of earlier experimental studies of joints and to develop tools to assist PBSD of the separate joints. The improvement in the efficiency of seismic in relation to horizontal forces and operability leads to more powerful Beam-column joints. A lot of the analytic models and modeling have suggested to examine the various strengthening methods by using sheets of Nano Fiber Reinforced Polymer. In this study, one-point load test (PLT) was performed with real-time test benches to analysis the efficiency of beamcolumn joints reinforced with high-efficiency Nano fiber reinforced concrete in frame sample..