• Anushree Gede
• Prof. Amey Khedikar

In this research, the stability of the girder by using shear key are analyzed in ANSYS 19.2 software. There are three box girder used that is inter connected with each other with the help of shear key. The examination methodology includes finite element analysis of extension models with reasonable help and loading conditions. The outcomes demonstrate that the box girder have adequate solidarity to oppose breaking from vehicular burdens, yet shrinkage strains cause high tensile stresses in the shear key areas and lead to intelligent breaking. The examinations showed the most noteworthy burdens were frequently close to the backings, rather than at mid span. The model of the bridge is formed in the ANSYS software and applied the static and dynamic loading. Here HS25 trucking loading are used by using AASTHO code. The deformation of the girder, shear stress, shear strain, normal stress and many more parameter are calculated. Compare all the joint loading with transverse normal stress and strain is calculated.

ANSYS, AASTHO code, Shear Key

"DESIGN OF REINFORCEMENT OF OVERLAPPING SHEAR KEYS IN BRIDGES.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 6, page no.b186-b193, June-2022, Available :http://www.jetir.org/papers/JETIR2206125.pdf

"DESIGN OF REINFORCEMENT OF OVERLAPPING SHEAR KEYS IN BRIDGES.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 6, page no. ppb186-b193, June-2022, Available at : http://www.jetir.org/papers/JETIR2206125.pdf