Experimental and Analytical Behavior of Geopolymer Concrete Interior R.C. Beam Column Joint with Glass Fibres under Cyclic Loading

Abstract

The beam column joint is the most crucial zone in a fortified solid minute opposing edge. Its principle work is to empower the bordering individuals to create and manage their definitive quality. Under seismic stacking, the shot of shear disappointment which is weak in nature is high and isn't adequate. In this way, the plan and specifying ought to be done appropriately to oppose these seismic burdens. Considering the natural impacts delivered by bond, a compelling option named geo-polymer concrete integrated from side-effects of steel and warm power plants, is in effect broadly utilized and furthermore have indicated demonstrated enhanced after effects of increment in quality properties like compressive, split elasticity and flexural quality of basic individuals as indicated by late investigations. This paper presents conduct of geo-polymer solid inside pillar segment joint fortified with glass filaments which when consistently circulated over its whole mass, gets reinforced tremendously, along these lines rendering the framework to carry on as a composite material with properties altogether unique in relation to regular cement is tried tentatively under cyclic stacking and is thought about systematically utilizing ANSYS.