Verification Approaches for the 3D Static LES Simulations of the Stonecutters Bridge Deck
| UDC.coleccion | Investigación | es_ES |
| UDC.departamento | Construcións e Estruturas Arquitectónicas, Civís e Aeronáuticas | es_ES |
| UDC.endPage | 126 | es_ES |
| UDC.grupoInv | Mecánica de Estruturas (ME) | es_ES |
| UDC.institutoCentro | CITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civil | es_ES |
| UDC.journalTitle | WIT Transactions on Engineering Sciences | es_ES |
| UDC.startPage | 115 | es_ES |
| UDC.volume | 132 | es_ES |
| dc.contributor.author | Álvarez Naveira, Antonio José | |
| dc.contributor.author | Nieto Mouronte, Félix | |
| dc.contributor.author | Hernández, Santiago | |
| dc.date.accessioned | 2022-05-12T19:06:57Z | |
| dc.date.available | 2022-05-12T19:06:57Z | |
| dc.date.issued | 2021 | |
| dc.description.abstract | [Abstract] In computational fluid dynamics (CFD) simulations, verification is the process of identifying both the spatial and the temporal discretisations providing relatively insensitive model results. The underlying goal of this task is to identify the mesh with a lower number of elements and the longer time step size compatible with the purposes of the study. In this manner, the computational burden associated with CFD methods may be decreased without compromising the accuracy of the numerical results. In general, this process is accomplished by studying three meshes with increasing discretisation levels (coarse, medium and fine), expecting that the medium one would provide satisfactory results. Once the satisfactory spatial discretisation level is selected, the different time step sizes are studied, taking into account that a Courant number (Co) of 1 is usually considered the maximum allowable value for numerical stability when adopting a LES (Large Eddy Simulation) approach. In this study, a detailed verification study considering two different approaches, providing the uncertainty level of several parameters of interest depending on the spatial and temporal discretisation is reported. The first of them consists in the curve fitting of linear or quadratic curves to selected model outputs; meanwhile the second approach relies on the Richardson extrapolation principle. These two different approaches are applied in the frame of the 3D LES numerical simulations of the Stonecutters bare deck geometry. In the study the focus is put on the sensitivity of the integral parameters, that is the force coefficients and Strouhal number, with the spatial and temporal discretisations. | es_ES |
| dc.description.sponsorship | This research has been funded by the Spanish Ministry for Science and Innovation in the frame of the research project with reference PID2019-110786GB-I00 and the Galician regional Government with reference ED431C2017/72. The computations have been carried out in the computer cluster Breogan and in the Galician Supercomputing Center (CESGA) | es_ES |
| dc.description.sponsorship | Xunta de Galicia; ED431C2017/72 | es_ES |
| dc.identifier.citation | ÁLVAREZ, A. J., NIETO, F., HERNÁNDEZ, S. (2021). Verification approaches for the 3D static LES simulations of the stonecutters bridge deck. Advances in Fluid Dynamics with emphasis on Multiphase and Complex Flow, WIT Transactions on Engineering Sciences, 132, 115-126. DOI: 10.2495/MPF210101 | es_ES |
| dc.identifier.doi | 10.2495/MPF210101 | |
| dc.identifier.uri | http://hdl.handle.net/2183/30655 | |
| dc.language.iso | eng | es_ES |
| dc.publisher | WIT Press | es_ES |
| dc.relation.projectID | info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2019-110786GB-I00/ES/OPTIMIZACION DE FORMA Y ANALISIS DE SEGURIDAD COMPUTACIONAL Y AEROESTRUCTURAL DE TABLEROS DE PUENTES DE CABLES DE GRAN VANO CONSIDERANDO MULTIPLES FENOMENOS AEROELASTICOS/ | |
| dc.relation.uri | https://doi.org//10.2495/MPF210101 | es_ES |
| dc.rights | Atribución 4.0 Internacional | es_ES |
| dc.rights.accessRights | open access | es_ES |
| dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | * |
| dc.subject | LES | es_ES |
| dc.subject | Stonecutters bridge | es_ES |
| dc.subject | Verification | es_ES |
| dc.subject | Uncertainty | es_ES |
| dc.subject | Force coefficients | es_ES |
| dc.subject | Strouhal number | es_ES |
| dc.title | Verification Approaches for the 3D Static LES Simulations of the Stonecutters Bridge Deck | es_ES |
| dc.type | journal article | es_ES |
| dspace.entity.type | Publication | |
| relation.isAuthorOfPublication | 74c1b663-1675-4374-a367-024120d8a8ee | |
| relation.isAuthorOfPublication | 5aac114c-b4de-4465-a6b8-2c65324366a9 | |
| relation.isAuthorOfPublication | 129a7f0b-20d3-4151-91c8-20268b326067 | |
| relation.isAuthorOfPublication.latestForDiscovery | 74c1b663-1675-4374-a367-024120d8a8ee |
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