西堠门大桥初步设计钢箱梁断面气动选型
Cross Section Aerodynam ic Optim ization of SteelBox G irder in X ihoumen Suspension Bridge Prelim inary Design
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摘要: 用基于计算流体力学(CFD)的数值方法对开槽宽度为5. 5, 6. 0和6. 5 m的双箱断面进行了气动性能分 析,结果槽宽6. 0 m的双箱断面气动性能最优.通过1∶80节段模型试验,对槽宽6. 0 m的双箱断面、传统单箱断 面和双箱格构断面的颤振临界风速进行测定,评价了3种断面气动性能的优劣.结果表明, 3种断面———双箱断 面、传统单箱断面和双箱格构断面的实测颤振临界风速都大于颤振检验风速,但传统单箱断面需采取气动控制 措施.
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关键词:
- 悬索桥 /
- 钢箱梁 /
- 双箱断面 /
- 计算流体力学(CFD) /
- 节段模型试验
Abstract: To optimize the cross section of steel box girder of the Xihoumen bridge, a suspension bridgewith amain span of 1 650 m, the aerodynamic performance of twin-box cross sections slotted respectivelywith awidth of5. 5, 6. 0 and 6. 5 m were simulated numericallywith the computational fluid dynamics (CFD) method. The numerical simulation indicates that the aerodynamic performance of the twin-box cross section slotted 6. 0m wide isbes.t The critical flutterspeedsof the twin-box cross section slotted 6. 0m wide, a traditional single box cross section and a twin-box grid cross sectionwere measured by 1∶80 section model tests, and their aerodynamic performances were discussed. The experimental result shows that the three kinds of cross section can meet the requirement for flutter speed of78. 2 m/s, but it is necessary to adopt aerodynamic controlmeasures to a traditional single box cross section
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