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基于低矮建筑物实测数据的改进湍流物理模型 被引量:2

Improved turbulence models for calculation of wind loading based on full-scale data on low-rise buildings
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摘要 要准确模拟低矮建筑物壁面上分离涡位置的平均风压比较困难,这些区域在绕钝体流动中也是很关键的部位。本文在Spalart-Allamaras湍流物理模型的基础上,根据钝体绕流流场特性,结合低矮建筑物上的实测数据,调试并选取合适的参数,提高涡粘预测的准确性,提出了改进的S-A湍流物理模型。通过对6m立方体和Silsoe低矮建筑模型进行稳态数值模拟,由改进S-A湍流模型得到的屋面、背风和侧风面上平均风压结果,比目前公认的模拟钝体绕流效果较好的SST湍流模型有较大改善,比风洞实验更接近实测结果。由此可以看出,本文改进湍流模型的方法,将是一条提高预测建筑物表面平均风压精度很有效的途径。 It is difficult to predict mean wind loads accurately in the separated flow region on the low-rise buildings by CFD, especially in the roof and rear of the buildings. This paper presents an improved turbulence model based on Spalart-Allamaras model. According to wind flow characteristic and full-scale pressure data on low-rise buildings some variables are adopted to improve the accuracy of turbulence model for calculation of wind pressures. The eddy viscosity could be predicted accurately with some appropriate parameters in the improved turbulence model. The improved Spalart-Allamaras model is applied to two full-scale models, 6m cube and Silsoe Structure Building. The mean pressures on the roof and rear of the buildings are compared with field-measurement data, wind-tunnel data and numerical results using some other turbulences models. The improved Spalart-Allamaras model can get the best results compared to full-scale data. So improving the turbulence model based on full-scale data could be an efficient way to predict mean wind loads accurately.
出处 《空气动力学学报》 EI CSCD 北大核心 2008年第3期317-321,328,共6页 Acta Aerodynamica Sinica
基金 上海市重点学科建设项目资助(项目编号:B302)
关键词 数值模拟 湍流模型 风荷载 实测数据 风洞实验 numerical simulation turbulence model wind loads full-scale data wind tunnel tests
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参考文献10

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同被引文献15

  • 1汪丛军,黄本才,徐晓明,林高.环状悬挑屋盖平均风压与风环境数值模拟[J].同济大学学报(自然科学版),2006,34(6):711-715. 被引量:12
  • 2陈水福,张学安,金建明.体育场主看台悬挑屋盖表面风压的数值模拟[J].工程力学,2007,24(6):98-103. 被引量:5
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  • 4Juliana BR, Loureiro, Alexandre TP Alho, Atila P Silva Freire. The numerical computation of near-wall turbulent flow over a steep hill. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96(5): 540-561.
  • 5Un Yong Jeong, Hyun-Moo Koh, Hae Sung Lee. Finite element formulation for the analysis of turbulent wind flow passing bluff structures using the RNG κ-ε model. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(3): 151-169.
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  • 8中华人民共和国国家标准.建筑结构荷载规范(GB590009-2001).北京:中国建筑工业出版社,2006.
  • 9曾锴,汪丛军,黄本才,周大伟.计算风工程中几个关键影响因素的分析与建议[J].空气动力学学报,2007,25(4):504-508. 被引量:48
  • 10廖泽邦,黄本才,林高.沈阳综合体育馆大跨封闭屋盖平均风压数值模拟[J].郑州大学学报(工学版),2008,29(4):91-95. 被引量:5

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