• Prachi Tamgadge
• Dr. S K Hirde

The global awareness of sustainability initiated human innovativeness for identifying and implementing more environmental solutions such as the use of fibre-reinforced polymers (FRP) to reduce greenhouse gas emissions and energy consumption associated with unnecessary structural labour. The use of fibre-reinforced polymers gained popularity because of their advantageous properties such as lightweight, high strength and corrosion resistance. Reinforced concrete beam-column joints are generally recognised as critical zones which experience severe deformations during earthquakes as well as Reinforced concrete shear walls are widely used in medium to high rise buildings to provide the lateral strength, stiffness, and energy dissipation capacity required to resist lateral loads caused by wind or earthquakes. Due to bad effect of Environmental changes, pollution, carbonation, and corrosion in a structural part cause the structure to collapse. This paper aims to introduce the retrofitting of different types of FRP strengthening for RC Beam Column joint and RC Shear Wall under axial and cyclic loading. The FEM Analysis is done using ANSYS Software. The equivalent stresses and the total deformation generated are calculated and compared with each other to determine which will be more effective in the field of construction.

Beam column joint, shear wall, finite element analysis, cyclic loading, FRP

"ANALYSIS OF DIFFERENT TYPES OF FRP STRENGTHENING FOR RC BEAM COLUMN JOINT AND RC SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 7, page no.j639-j647, July-2023, Available :http://www.jetir.org/papers/JETIR2307979.pdf

"ANALYSIS OF DIFFERENT TYPES OF FRP STRENGTHENING FOR RC BEAM COLUMN JOINT AND RC SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 7, page no. ppj639-j647, July-2023, Available at : http://www.jetir.org/papers/JETIR2307979.pdf