Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/91069
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorYang, WC-
dc.creatorDeng, E-
dc.creatorHe, XH-
dc.creatorLuo, LS-
dc.creatorZhu, ZH-
dc.creatorWang, YW-
dc.creatorLi, ZT-
dc.date.accessioned2021-09-09T03:39:26Z-
dc.date.available2021-09-09T03:39:26Z-
dc.identifier.issn1994-2060-
dc.identifier.urihttp://hdl.handle.net/10397/91069-
dc.language.isoenen_US
dc.publisherHong Kong Polytechnic University, Department of Civil and Structural Engineeringen_US
dc.rights© 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group.en_US
dc.rightsThis is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Weichao Yang, E. Deng, Xuhui He, Lusen Luo, Zhihui Zhu, Youwu Wang & Zhitang Li (2021) Influence of wind barrier on the transient aerodynamic performance of high-speed trains under crosswinds at tunnel–bridge sections, Engineering Applications of Computational Fluid Mechanics, 15:1, 727-746 is available at DOI: 10.1080/19942060.2021.1918257en_US
dc.subjectCrosswinden_US
dc.subjectPorous wind barrier (PWB)en_US
dc.subjectTunnel–en_US
dc.subjectBridge section (TBS)en_US
dc.subjectHigh-speed train (HST)en_US
dc.subjectAerodynamic coefficienten_US
dc.titleInfluence of wind barrier on the transient aerodynamic performance of high-speed trains under crosswinds at tunnel-bridge sectionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage727-
dc.identifier.epage746-
dc.identifier.volume15-
dc.identifier.issue1-
dc.identifier.doi10.1080/19942060.2021.1918257-
dcterms.abstractPorous wind barriers (PWBs) are gradually applied to tunnel-bridge-tunnel infrastructures (TBTIs) along high-speed railway lines. Due to the remarkable aerodynamic effect of high-speed trains (HSTs), the windproof performance of a PWB at tunnel-bridge section (TBS) is particularly critical when a HST passes through the TBTI under crosswind. And it seems to be easily ignored by researchers. This study aims to determine the influence mechanism of the PWB in the TBS. A CFD dynamic model of air-train-PWB was built based on porous media theory, and its reliability is verified by model and field tests.-
dcterms.abstractThe main results are as follows: the corresponding variation amplitudes of the train's aerodynamic load coefficients are reduced by 36-95% when a PWB is set in the TBS; adopting the same design parameters along the full-length PWB on the TBTI is unreasonable; the PWB height and porosity in the TBS must be increased and reduced more than 33%, respectively, to achieve equivalent windproof performance. The conclusions in this paper can provide a preliminary idea for the optimization design of the PWB on the TBTI.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering applications of computational fluid mechanics, 2021, v. 15, no. 1, p. 727-746-
dcterms.isPartOfEngineering applications of computational fluid mechanics-
dcterms.issued2021-
dc.identifier.isiWOS:000646884700001-
dc.identifier.eissn1997-003X-
dc.description.validate202109 bchy-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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