Abstract
Although long-span spatial structures have developed rapidly in recent years, considerable uncertainty remains regarding the determination of pressure generated by internal blast loads. This paper focuses on long-span rectangular flat roof as there are significant safety hazards when they are subjected to terrorist bomb attacks. Parametric analyses are performed using the software package LS-DYNA to obtain pressure distributions on roofs resulting from internal explosions. The spread of the shock wave and the overpressure distribution are described for different simulated models, considering both the location and equivalent mass of the explosive. Finally, this paper proposes two techniques for determining peak overpressure fields as alternative methods to hard numerical simulations.
| Original language | English |
|---|---|
| Pages (from-to) | 13-18 |
| Number of pages | 6 |
| Journal | Journal of the International Association for Shell and Spatial Structures |
| Volume | 55 |
| Issue number | 1 |
| State | Published - Mar 2014 |
| Externally published | Yes |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 16 Peace, Justice and Strong Institutions
Keywords
- Internal explosion
- LS-DYNA
- Overpressure
- Rectangular flat roof
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