Please use this identifier to cite or link to this item: http://repositorio.ufc.br/handle/riufc/61979
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dc.contributor.authorMaia, Igor Albuquerque-
dc.date.accessioned2021-11-11T17:33:36Z-
dc.date.available2021-11-11T17:33:36Z-
dc.date.issued2014-
dc.identifier.citationMAIA, Igor Albuquerque. Performance analysis of typical airfoils through numerical simulation using fluid-structure interaction. In: IBERO-LATIN AMERICAN CONGRESS ON COMPUTATIONAL METHODS IN ENGINEERING – CILAMCE, 35th., 23 a 26 nov. 2014, Fortaleza, Ceará, Brazil. Anais[…], Fortaleza, Ceará, Brazil, 2014.pt_BR
dc.identifier.urihttp://www.repositorio.ufc.br/handle/riufc/61979-
dc.description.abstractThe lift and drag coefficients curves as a function of the angle of attack for typical airfoils were obtained through computer simulation of the fluid-structure interaction. The airfoil was modeled as a section of a 1m chord infinite wing, and the simulation domain was modeled as a wind tunnel with 13m length and 1m width. The finite element used was a 2-D beam element which allows rotation and linear displacement in one axis. The influence of three factors upon the results was studied: the Reynolds number, the finite element crosssection and the material elasticity modulus. Three Reynolds numbers were simulated: Re=106, Re=3x106 and Re=107. Two different cross-sections were used, as well as two material elasticity moduli. The results of the fluid-structure problem were compared with the results of the fluid problem. Therefore, one could evaluate how structure stiffness modifies the pressure field and how this phenomenon influences the lift and drag coefficients.pt_BR
dc.language.isopt_BRpt_BR
dc.publisherhttp://www.swge.inf.br/sitecilamce2014/; https://cilamce.com.br/anaispt_BR
dc.subjectFluid-structure interactionpt_BR
dc.subjectAirfoilpt_BR
dc.subjectLift and drag coefficientspt_BR
dc.titlePerformance analysis of typical airfoils through numerical simulation using fluid-structure interactionpt_BR
dc.typeArtigo de Eventopt_BR
Appears in Collections:DEME - Trabalhos apresentados em eventos

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