Shaikh Md. Junaid
R.S. Londhe
- P.G. Student Department of Applied Mechanics, Government Engineering College, Aurangabad, Maharashtra, India
- Associate Professor & Head Department of Applied Mechanics, Government Engineering College, Aurangabad, Maharashtra, India
Abstract
This study examines the resilience of steel-encased concrete column beams and frames against blast loads, a crucial concern in regions prone to terrorist threats or accidental explosions. An exhaustive literature review establishes the historical context and theoretical frameworks of blast-resistant design. The research employs finite element analysis (FEA) simulations to study the dynamic behavior of these structures under various blast scenarios, revealing insights into load distribution, deformation, and failure mechanisms. By integrating blast-resistant design principles, numerical simulations, and innovative mitigation strategies, the dissertation advances structural engineering practices for blast-resistant construction. The findings offer practical solutions to enhance the resilience of steel-encased concrete structures, providing valuable guidance for engineers, researchers, and policymakers dedicated to protecting the built environment from blast threats.
Keywords: Blast analysis, Dynamic performance, Steel encased concrete columns.
[This article belongs to Journal of Industrial Safety Engineering(joise)]
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Journal of Industrial Safety Engineering
| Volume | 11 |
| Issue | 01 |
| Received | June 15, 2024 |
| Accepted | June 27, 2024 |
| Published | June 28, 2024 |