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  5. Assessment of discrete wind gust parameters: Towards the worst-case scenario of a FSI application in form of an inflated hemisphere
 
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Assessment of discrete wind gust parameters: Towards the worst-case scenario of a FSI application in form of an inflated hemisphere

Publication date
2022-12
Document type
Research article
Author
De Nayer, Guillaume 
Breuer, Michael 
Organisational unit
Strömungsmechanik 
DOI
10.1016/j.jweia.2022.105207
URI
https://openhsu.ub.hsu-hh.de/handle/10.24405/14521
Publisher
Elsevier
Series or journal
Journal of Wind Engineering and Industrial Aerodynamics
Periodical volume
231
Periodical issue
105207
Peer-reviewed
✅
Part of the university bibliography
✅
  • Additional Information
Language
English
Keyword
Wind gust
Fluid–structure interaction (FSI)
Worst-case scenario
Turbulent flow
Large-eddy simulation (LES)
Meta-model
Abstract
The paper is a step towards the evaluation of the worst-case scenario caused by strong wind gusts impacting civil engineering air-inflated lightweight structures. These extreme events with short durations but high strengths are responsible for short-term highly instantaneous loads endangering the structural integrity. A generic test case is defined including a discrete wind gust model, the approaching turbulent boundary layer and a flexible structure. The simulation framework relies on a partitioned solver for FSI. To save CPU-time, a part of the investigations is conducted for the rigid case as a physical meta-model. The particularly critical cases were examined for the flexible structure. Under varying system parameters (gust strength, length and position) the objective functions (forces, deflections, inner stresses) are evaluated. The worst case occurs for maximal gust strength and length, when the gust hits the membrane at half height. Furthermore, the effect of the superposition of the gust with background turbulence is analyzed for two scenarios. The gust is first superimposed to different inflow turbulences of the same intensity leading to non-negligible deviations of forces and deflections. Second, the level of the turbulence intensity is increased showing only a minor effect on the structure not generating a new worst case.
Cite as
Journal of Wind Engineering & Industrial Aerodynamics 231 (2022) 105207
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