{"title":"用计算流体力学方法模拟纵向桥梁串联桥墩周围的超剪应力","authors":"Hongliang Qi, Junxing Zheng, Chenguang Zhang","doi":"10.1080/23249676.2021.1884614","DOIUrl":null,"url":null,"abstract":"This study investigates the excess shear stress field around tandem piers of longitudinal bridge based on Computational Fluid Dynamics (CFD). The excessive shear stress field of the single pier is used as a reference to analyze the excessive stress distribution of tandem piers. The excessive shear stress field behind a single pier is divided into three areas: vortex area (0–16.5D, where D is the diameter of the pier), recovery area (16.5D to 35.5D), and stable area (longer than 35.5D). If the downstream piers are located in the vortex areas, sheltering effects occur due to the accumulation of Kármán vortex streets. This reduces the excess shear stress between piers. If the downstream piers are located in the recovery areas, sheltering effects decrease. If the downstream piers are located in the stable areas, the sheltering effects is insignificant and the excess shear stress field around each pier becomes independent.","PeriodicalId":51911,"journal":{"name":"Journal of Applied Water Engineering and Research","volume":"9 1","pages":"216 - 229"},"PeriodicalIF":1.4000,"publicationDate":"2021-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/23249676.2021.1884614","citationCount":"2","resultStr":"{\"title\":\"Modeling excess shear stress around tandem piers of the longitudinal bridge by computational fluid dynamics\",\"authors\":\"Hongliang Qi, Junxing Zheng, Chenguang Zhang\",\"doi\":\"10.1080/23249676.2021.1884614\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study investigates the excess shear stress field around tandem piers of longitudinal bridge based on Computational Fluid Dynamics (CFD). The excessive shear stress field of the single pier is used as a reference to analyze the excessive stress distribution of tandem piers. The excessive shear stress field behind a single pier is divided into three areas: vortex area (0–16.5D, where D is the diameter of the pier), recovery area (16.5D to 35.5D), and stable area (longer than 35.5D). If the downstream piers are located in the vortex areas, sheltering effects occur due to the accumulation of Kármán vortex streets. This reduces the excess shear stress between piers. If the downstream piers are located in the recovery areas, sheltering effects decrease. If the downstream piers are located in the stable areas, the sheltering effects is insignificant and the excess shear stress field around each pier becomes independent.\",\"PeriodicalId\":51911,\"journal\":{\"name\":\"Journal of Applied Water Engineering and Research\",\"volume\":\"9 1\",\"pages\":\"216 - 229\"},\"PeriodicalIF\":1.4000,\"publicationDate\":\"2021-03-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1080/23249676.2021.1884614\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Applied Water Engineering and Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/23249676.2021.1884614\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"WATER RESOURCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Applied Water Engineering and Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/23249676.2021.1884614","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"WATER RESOURCES","Score":null,"Total":0}
Modeling excess shear stress around tandem piers of the longitudinal bridge by computational fluid dynamics
This study investigates the excess shear stress field around tandem piers of longitudinal bridge based on Computational Fluid Dynamics (CFD). The excessive shear stress field of the single pier is used as a reference to analyze the excessive stress distribution of tandem piers. The excessive shear stress field behind a single pier is divided into three areas: vortex area (0–16.5D, where D is the diameter of the pier), recovery area (16.5D to 35.5D), and stable area (longer than 35.5D). If the downstream piers are located in the vortex areas, sheltering effects occur due to the accumulation of Kármán vortex streets. This reduces the excess shear stress between piers. If the downstream piers are located in the recovery areas, sheltering effects decrease. If the downstream piers are located in the stable areas, the sheltering effects is insignificant and the excess shear stress field around each pier becomes independent.
期刊介绍:
JAWER’s paradigm-changing (online only) articles provide directly applicable solutions to water engineering problems within the whole hydrosphere (rivers, lakes groundwater, estuaries, coastal and marine waters) covering areas such as: integrated water resources management and catchment hydraulics hydraulic machinery and structures hydraulics applied to water supply, treatment and drainage systems (including outfalls) water quality, security and governance in an engineering context environmental monitoring maritime hydraulics ecohydraulics flood risk modelling and management water related hazards desalination and re-use.