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dc.contributor.authorBaosong Jiang
dc.contributor.authorZhiyong Zhou
dc.contributor.authorKangjian Yan
dc.contributor.authorChuanxin Hu
dc.date.accessioned2022-01-31T23:31:47Z
dc.date.available2022-01-31T23:31:47Z
dc.date.issued2/1/2021
dc.identifier.other%28ASCE%29BE.1943-5592.0001663.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269880
dc.description.abstractThe aerodynamic shape of the bridge deck has a significant influence on the wind resistance performance of the bridge, while the web inclination angle of the box deck plays a critical role in terms of the aerodynamic geometry. In order to investigate the effect of the web inclination angle on the aerostatic performance of the box deck and the aerostatic torsional divergence of the bridge, a series of web inclination angles (43 representative angles) were studied based on the computational fluid dynamics (CFD) method and the nonlinear aerostatic analysis. The results showed that there was a suction zone at the junction of the bottom slab and the inclined web when the angle of the web was small, which generated a downward force and decreased the lift coefficient of the box deck. It can also be concluded that the vertical and torsional displacements of the box deck under any wind speed were effectively reduced by reducing the web inclination angle, and selecting a box deck with a lower web inclination angle can reduce the lift coefficient and drag coefficient of the box deck. Consequently, it can well improve the aerostatic performance of the bridge.
dc.publisherASCE
dc.titleEffect of Web Inclination of Streamlined Flat Box Deck on Aerostatic Performance of a Bridge
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue2
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001663
dc.journal.fristpage04020126-1
dc.journal.lastpage04020126-13
dc.page13
dc.treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 002
dc.contenttypeFulltext


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