Publication: Experimental PIV/V3V measurements of vortex-induced fluid-structure interaction in turbulent flow-A new benchmark FSI-PfS-2a
cris.customurl | 8919 | |
cris.virtual.department | Strömungsmechanik | |
cris.virtual.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
cris.virtual.departmentbrowse | Strömungsmechanik | |
cris.virtual.departmentbrowse | Strömungsmechanik | |
cris.virtual.departmentbrowse | Strömungsmechanik | |
cris.virtualsource.department | ba61e71a-d073-4609-89b6-c10b460b09a8 | |
cris.virtualsource.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
dc.contributor.author | Kalmbach, Andreas | |
dc.contributor.author | Breuer, Michael | |
dc.date.issued | 2013-10 | |
dc.description.abstract | The investigation of the bidirectional coupling between a fluid flow and a structure motion is a growing branch of research in science and industry. Applications of the so-called fluid-structure interactions (FSI) are widespread. To improve coupled numerical FSI simulations, generic experimental benchmark studies of the fluid and the structure are necessary. In this work, the coupling of a vortex-induced periodic deformation of a flexible structure mounted behind a rigid cylinder and a fully turbulent water flow performed at a Reynolds number of Re=30. 470 is experimentally investigated with a planar particle image velocimetry (PIV) and a volumetric three-component velocimetry (V3V) system. To determine the structure displacements a multiple-point laser triangulation sensor is used. The three-dimensional fluid velocity results show shedding vortices behind the structure, which reaches the second swiveling mode with a frequency of about 11.2. Hz corresponding to a Strouhal number of St=0.177. Providing phase-averaged flow and structure measurements precise experimental data for coupled computational fluid dynamics (CFD) and computational structure dynamics (CSD) validations are available for this new benchmark case denoted FSI-PfS-2a. The test case possesses four main advantages: (i) the geometry is rather simple; (ii) kinematically, the rotation of the front cylinder is avoided; (iii) the boundary conditions are well defined; (iv) nevertheless, the resulting flow features and structure displacements are challenging from the computational point of view. In addition to the flow field and displacement data a PIV-based force calculation method is used to estimate the lift and drag coefficients of the moving structure. © 2013 Elsevier Ltd. | |
dc.description.version | NA | |
dc.identifier.citation | In: Journal of fluids and structures. - London : Acad. Press, 1987- ; ZDB-ID: 56997-5 . - Bd. 42.2013, 1, Seite 369-387 | |
dc.identifier.doi | 10.1016/j.jfluidstructs.2013.07.004 | |
dc.identifier.issn | 0889-9746 | |
dc.identifier.scopus | 2-s2.0-84885323499 | |
dc.identifier.uri | https://openhsu.ub.hsu-hh.de/handle/10.24405/8919 | |
dc.language.iso | en | |
dc.publisher | Academic Press | |
dc.relation.journal | Journal of Fluids and Structures | |
dc.relation.orgunit | Strömungsmechanik | |
dc.rights.accessRights | metadata only access | |
dc.title | Experimental PIV/V3V measurements of vortex-induced fluid-structure interaction in turbulent flow-A new benchmark FSI-PfS-2a | |
dc.type | Research article | |
dcterms.bibliographicCitation.originalpublisherplace | London | |
dspace.entity.type | Publication | |
hsu.peerReviewed | ✅ | |
hsu.uniBibliography | ✅ | |
oaire.citation.endPage | 387 | |
oaire.citation.issue | 1 | |
oaire.citation.startPage | 369 | |
oaire.citation.volume | 42 |