文章摘要
李遇春,邸庆霜,张文杰,张婷婷.多箱渡槽槽身静风三分力系数风洞试验研究[J].水利学报,2012,43(6):
多箱渡槽槽身静风三分力系数风洞试验研究
A wind tunnel test study on aerostatic coefficients of large scale multi-box aqueduct bridge deck
  
DOI:
中文关键词: 多箱式渡槽  静风三分力系数  风洞试验
英文关键词: multi-box aqueduct  aerostatic coefficients  wind-tunnel test
基金项目:
作者单位
李遇春 同济大学土木工程学院上海200092 
邸庆霜 同济大学土木工程学院上海200092 
张文杰 同济大学土木工程学院上海200092 
张婷婷 同济大学土木工程学院上海200092 
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中文摘要:
      对6个多箱式渡槽槽身刚性测压模型进行了风洞试验研究,分别模拟了满槽、空槽以及不同风攻角的试验工况。根据试验结果得到了槽身模型的静风三分力(阻力、升力和扭矩)系数,讨论了模型风压分布以及三分力系数的变化规律。试验结果表明:(1)多箱式渡槽槽身绕流更趋近于钝体绕流;(2)槽身风荷载主要表现为风阻力;(3)阻力系数在总体趋势上随着槽截面宽高比的增加而减小。试验结果可为多箱渡槽的抗风研究与设计提供初步的参考。
英文摘要:
      A wind tunnel test for the six scaled multi-box aqueduct decks (including 3 two-box and 3 three-box models) was conducted. The cases with full and without water,and with different wind attack angles are considered respectively. The drag, lift and pitching moment coefficients of multi-box aqueduct decks were obtained by the test result analyses. The surface pressure distributions and the aerostatic coefficients of the test models were displayed and discussed. The results show that:(1) The wind flow field around multi-box aqueduct deck is similar to that of blunt body;(2) The drag force is the most important wind load among the three static loads;(3) The drag coefficient decreases with the increasing of width/height ratio of aqueduct decks in the whole tendency.
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