• ovekar abhijeet
• Chittaranjan Nayak
• Pallavi Bokey

In the recent years due the increase in terror attacks, the effects of blasting become largely topical for the structures. In this regard, the present work deals with analysis of blast loaded structures. Over the last three decades, efforts have been undertaken to create techniques of structural analysis and design that can sustain burst loads because of the potential of such overloading scenarios. Blast loads on structural concrete have been the focus of investigations on how the material responds. In the course of these investigations, we gained a better knowledge of the influence of structural features on behavior. A basic reinforced concrete structure's reaction to continuous axial loads and lateral burst stresses has been studied in detail in this research. For the RC construction, the meshless approach was employed to eliminate mesh distortions by using ANSYS's finite element programmed. The detonation point is considered near the structures with varying blasting distances and the height of the structure is varied to measure structural parameters. The various structural parameters like total deformation, stress, strain intensities and velocity are recorded. An in-depth understanding of the dynamics of various structural elements is required for the study or design of structures subjected to a blast load. This is an in-depth look at the damage caused by the explosion.

Blast, Structure, Explosion impact, Dynamic stresses, Structural elements, ANSYS.

"Performance of Reinforced Concrete Structure subjected to Blast Loading using ANSYS Workbench 14.5", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 1, page no.b23-b27, January-2023, Available :http://www.jetir.org/papers/JETIR2301104.pdf

"Performance of Reinforced Concrete Structure subjected to Blast Loading using ANSYS Workbench 14.5", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 1, page no. ppb23-b27, January-2023, Available at : http://www.jetir.org/papers/JETIR2301104.pdf