Partial validation of CFD blast simulation in a cityscape environment featuring structural failure
dc.contributor.author | Burrows, Stephanie Jeanne | |
dc.contributor.author | Forth, Shaun A. | |
dc.contributor.author | Sheldon, Robert Philip | |
dc.date.accessioned | 2021-11-18T15:49:40Z | |
dc.date.available | 2021-11-18T15:49:40Z | |
dc.date.issued | 2021-06-24 | |
dc.description.abstract | We demonstrate the capabilities of computational fluid dynamics (CFD) and a pressure-impulse failure model to predict blast loading and structural damage in a geometrically complex cityscape. The simulated loading is compared against experimental results for 69 g PE4 in a 1/50th scale model with wood-framed and plywood-faced buildings; data were collected from 11 pressure gauges throughout. In the initial simulation, geometric features were modeled as perfectly rigid, whereas buildings in the experiment failed: the resulting differences between the model and experiment allowed us to evaluate CFD when failure occurs. Simulated peak pressures during the first positive phase were still within 20% of experiment at most pressure gauges. However, errors in first phase impulses were around 40%, suggesting that building-failure effects are greater toward the phase end. Then, to model building-failure effects, we attempted to fit pressure-impulse failure curves to the plywood-faces: this proved too simplistic to produce realistic blast wave behavior due to the various, complex failure modes. This work illustrates key limitations of available CFD software and the pressure-impulse fail- ure model – both industry-standard tools to determine structural response to blast. We conclude that stronger coupling between blast loading and structural response is needed where significant failure occurs. | en_UK |
dc.identifier.citation | Burrows SJ , Forth SA, Sheldon RP. (2021) Partial validation of CFD blast simulation in a cityscape environment featuring structural failure. International Journal of Computational Methods and Experimental Measurements, Volume 9, Issue 4, November 2021, pp. 365-380 | en_UK |
dc.identifier.issn | 2046-0546 | |
dc.identifier.uri | https://doi.org/10.2495/CMEM-V9-N4-365-380 | |
dc.identifier.uri | http://dspace.lib.cranfield.ac.uk/handle/1826/17278 | |
dc.language.iso | en | en_UK |
dc.publisher | WIT Press | en_UK |
dc.rights | Attribution 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | * |
dc.subject | CFD | en_UK |
dc.subject | finite-volume method | en_UK |
dc.subject | severe blast problems | en_UK |
dc.subject | structural failure | en_UK |
dc.subject | validation | en_UK |
dc.title | Partial validation of CFD blast simulation in a cityscape environment featuring structural failure | en_UK |
dc.type | Article | en_UK |
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