Issue |
E3S Web Conf.
Volume 497, 2024
5th International Conference on Energetics, Civil and Agricultural Engineering (ICECAE 2024)
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Article Number | 02022 | |
Number of page(s) | 12 | |
Section | Civil Engineering | |
DOI | https://doi.org/10.1051/e3sconf/202449702022 | |
Published online | 07 March 2024 |
Effect of Obliquely Directed Brick TNT Explosive on Slab Response under Contact Explosion
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 Jizzakh Polytechnic Institute, Jizzakh 130100, Uzbekistan
* Corresponding author: mohdanas43@gmail.com
To design defense infrastructures and facilities, available prominent resources namely UFC 3-340-02, TM 5-1300, ASCE/SEI 59-11 and IS 4991, primarily consider test results from spherical explosives detonations whereas most of the explosives used in warfare and industrial/conventional operations have cylindrical/brick geometric form. Available research works in the literature considering various aspect ratios of cylinder TNT with its longitudinal axis perpendicular to the slab and of brick TNT having its length parallel to the supports and with its length and breadth in contact with the one-way slab, demonstrate that out of the three geometric forms (cylinder, sphere, and brick) of the explosive of the same mass; cylindrical explosive generates maximum pressure and the brick explosive produces the minimum. The authors discern that the obliqueness of the brick/cylindrical explosive with reference to the boundary condition of the slab influences the energy distribution and corresponding slab damage. In this paper, the effect of obliquely directed brick TNT explosive on slab response under contact explosion is examined in Abaqus software with a focus on comparing the slab damage and other responses with varying obliqueness of the explosive from 0° to 90° with increments of 22-1/2 degree. The numerical findings of the brick explosive having its length aligned with the slab supports demonstrate a strong correlation with the experimental results. The findings indicate that the maximum reflected pressure varies with the obliqueness of the brick explosive and consequently affects the slab damage including perforation size and geometry.
© 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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