期刊文献+

风洞试验数值模拟中的若干问题研究 被引量:2

Some Parameter Study of Wind Tunnel Test Based on Numerical Simulation
下载PDF
导出
摘要 利用计算流体动力学(CFD)原理在计算机上模拟建筑结构周围风场的变化,可以求解结构表面的风压。计算流体动力学中,无论采用何种湍流模型,给定适当的边界条件都是一个相当重要的问题。湍流边界条件主要涉及两个重要的物理量:湍动能k和湍动能耗散率ε,而二者的表达式中涉及两个系数:k0和L0u。对于不同的大气边界层假设,k0和L0u有不同的取值。但究竟哪组值最准确,目前尚无定论,还有很多地方值得进一步研究。详细探讨了如何确定最合适的系数k0和L0u:针对CAARC标准模型,对k0和L0u取不同的值和不同的组合,经过试算和比较,从中选取最合适的值及其组合。 Computational Fluid Dynamics(CFD) can be used to obtain the wind flow and the wind pressures,through simulating the wind environment around structures with a computer.In computational fluid dynamics,no matter what turbulence model is applied,it's a really important matter to give proper boundary conditions.There are two important parameters in the turbulent boundary condition: turbulent energy of motion k and turbulent energy dissipation rate ε,in those expressions there are two coefficients: k0 and L0u.Based on different atmospheric boundary layers,k0 and L0u have different values.But up to present there is no acceptable answer to which values are most accurate,leaving much room for exploration.This paper investigates how to choose the best values of k0 and L0u in detail: Through computation and comparison based on CAARC standard model,different values are given to k0 and L0u and the best combination can be obtained.
出处 《结构工程师》 2010年第5期98-103,共6页 Structural Engineers
  • 相关文献

参考文献7

二级参考文献40

  • 1黄本才,齐辉,陈勇.悬挑屋盖多模态和交叉项对风激动力响应影响[J].同济大学学报(自然科学版),2004,32(6):722-726. 被引量:8
  • 2张昕,黄本才,徐晓明,林高.体育场悬挑屋盖空间风激动力响应和等效风荷载实用计算[J].建筑结构学报,2005,26(2):40-45. 被引量:11
  • 3WUJiang-hang ZHUHuai-qiu PENGGao-zhu.Comparison of simulation of wind load on tall buildings by the digital wind tunnel with the test of atmosphere boundary layer wind tunnel[A]..大型复杂结构体系的关键科学问题及设计理论研究论文集[C].大连:大连理工大学出版杜,2000.56—65.
  • 4顾明.上海南站工程风荷载和响应研究[R].上海:同济大学土木工程防灾国家重点实验室,2002..
  • 5吴江航 彭高柱 杨立新 等.土木工程结构数值风洞的风压模拟[A]..大型复杂结构体系的关键科学问题及设计理论研究论文集[C].大连:大连理工大学出版社,1999.75-82.
  • 6Murakami S. Overview of turbulence models applied in CWE-1997[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, (74 -76) : 1 - 24.
  • 7Murakami S. Comparison of various turbulence model applied to a bluff body[J]. Journal of Wind Engineering and Industrial Aerodynamics,1993, (46 - 47) : 121 - 136.
  • 8Baines W D. Effect of velocity distribution on wind load and flow patterns on buildings [ A ]. Proc Syrup Wind effects on buildings and structures[C]. [s. 1. ] : [s. n. ], 1963.198 - 223.
  • 9ISBN4--8189--0459-7C3052 P4450E--1996, AIJ Recommendations for Loads on Buildings[ S].
  • 10Kim S E,Boysan F. Application of CFD to environment flows[ J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, (81):145-158.

共引文献173

同被引文献17

引证文献2

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部