Issue |
E3S Web Conf.
Volume 563, 2024
International Conference on Environmental Science, Technology and Engineering (ICESTE 2024)
|
|
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Article Number | 02041 | |
Number of page(s) | 11 | |
Section | Civil Engineering | |
DOI | https://doi.org/10.1051/e3sconf/202456302041 | |
Published online | 30 August 2024 |
Review of Literature on Dynamic Behavior of Steel Columns Subjected to Explosive Loadings
1 Department of Civil Engineering, Jamia Millia Islamia (A Central University), 110025 New Delhi, India
2 Department of Civil Engineering, Netaji Subhas University of Technology, 110073 New Delhi, India
3 Urgench State University, Urgench 220100, Uzbekistan
4 The Islamic university, Najaf, Iraq
* Corresponding author: rafattahzeeb786@gmail.com
This review paper synthesizes current research on the response of steel columns to blast loading, integrating insights from a wide spectrum of investigations. It encompasses diverse methodologies such as finite element analyses employing ABAQUS for fully constrained steel connections, nonlinear dynamic simulations for wide-flange frameworks, and innovative load path strategies. Key considerations include the effects of axial loads, the influence of strain rates, and strategies for bolstering structural integrity in blast scenarios. Experimental analyses and probabilistic models further illuminate mechanisms of post-blast damage and assess probabilities of failure. Studies on thermal dynamics and blast interactions underscore their combined effect on structural robustness. These discoveries collectively advance methodologies for designing blast-resistant steel structures, providing critical perspectives for enhancing safety in hazardous settings. Additionally, the paper identifies avenues for future research aimed at refining design protocols and propelling the field of blast-resistant steel structures forward.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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