期刊文献+

拉格朗日随机模型模拟屋面积雪分布 被引量:2

Roof snow distribution simulation based on lagrange stochastic model
下载PDF
导出
摘要 基于拉格朗日随机模型并结合已有文献中最新改进的k-ω湍流模型,对风致屋面雪粒迁移运动进行了数值模拟,其中根据雪深变化对屋面积雪边界采用了自适应变形调整。首先对程序进行了验证,然后对一典型阶梯形屋面的积雪分布进行了数值模拟。通过求解RANS方程及对湍流脉动速度PDF采样,模拟计算了约3×104个粒子的跃移及悬移运动迹线,统计获得了不同粒子大小、风速以及阈值风速下的屋面积雪效率及雪深分布。结果表明:在分离泡及拐角等部位的积雪效率最高,是积雪较多的地方;直径0.2mm的粒子屋面积雪效率最高;当屋面流动剪切速度大于雪粒阈值剪切速度时,不同风速及阈值风速对屋面的积雪效率影响相对较小;模拟结束时计算的屋面积雪系数分布与观测结果吻合较好。 Based on Lagrange stochastic model and the last improved k-ω turbulent model, a numerical analysis program is developed to simulate wind-induced roof snow distributions. In the method, the computational domain boundaries are changed according to snow-depth by using the adaptive deformation technique. The trajectories of about 3×104 particles are calculated, in which the flow instantaneous velocities are obtained through solving the RANS equations and PDF sampling. Snow trapping efficiency and snow depth distribution are obtained through statistics of the particle traces. Through a typical stepped roof snow distribution simulation, the results show that, the snow trapping efficiency are highest in the parts of roof corner and the separation bubble; the particle size, velocity and threshold velocity have an influence on the roof snow trapping efficiency. For different sizes of particles, the diameter of 0.2mm has a maximum trapping efficiency. When shear velocities on the roof are greater than the threshold shear velocity, the effect of velocity and threshold velocity is comparatively small. The calculated snow-depth coefficients on the roof are well consistent with those of field observations.
出处 《应用力学学报》 CAS CSCD 北大核心 2014年第3期428-434,494,共7页 Chinese Journal of Applied Mechanics
基金 国家自然科学基金(51278433)
关键词 拉格朗日随机模型 屋面 积雪分布 积雪效率 数值模拟 lagrange stochastic model,roof,snow distribution,trapping efficiency,numerical simulation
  • 相关文献

参考文献19

  • 1张延年,王元清,石永久,刘明.某网架结构厂房雪灾后安全性检测[J].沈阳建筑大学学报(自然科学版),2009,25(5):877-883. 被引量:11
  • 2Holicky M, Sykora M. Failures of roofs under snow load: causes and reliability analysis[C]//Proceedings of the Fifth Congress on Forensic Engineering. Washington, DC: ASCE, 2009: 11-14.
  • 3Oikawa S, Tomabechi T. One-day observations of snowdrifts around a model cube[J]. Journal of Snow Engineering of Japan, 1999, 15(4): 283-291.
  • 4Beyers J H M, Harms T M. Outdoors modeling of snowdrift at SANAE IV Research Station, Antarctica[J]. Journal of Wind Engineering andIndustrialAerodynamics, 2003, 91(4): 551-569.
  • 5Thiis T K, Barfoed P, Delpech P, et al. Penetration of snow into roof constructions-Wind tunnel testing of different eave cover designs[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(9/10/11): 1476-1485.
  • 6Flaga A, Kimbar G, Matys P. A new approach to wind tunnel similarity criteria for snow load prediction with an exemplary application of football stadium roo[C]//Proceedings of the Fifth European-African Conference on Wind Engineering. Florence, Italy: Firenze University Press, 2009.
  • 7Beyers J H M, Waechter B. Modeling transient snowdrift development around complex three-dimensional structures[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96(10): 1603-1615.
  • 8Tominaga Y, Okaze T, Mochida A. CFD modeling of snowdrift around a building : An overview of models and evaluation of a new approach[J]. Building and Environment, 2011, 46(4): 899-910.
  • 9李雪峰,周晅毅,顾明.北京南站屋面雪荷载分布研究[J].建筑结构,2008,38(5):109-112. 被引量:19
  • 10Yeoh G H. Computational techniques for multi-phase flows[M]. United Kingdom: Elsevier Ltd, 2010.

二级参考文献31

  • 1ZHANG Qi-fu,HUANG Jian-zhong,ZHAO Pei,ZHONG Hai-feng.Development of Continuous Coating and Plating Strip Steel[J].Journal of Iron and Steel Research(International),2001,8(2):34-41. 被引量:12
  • 2WANG Hao,LI AiQun,GUO Tong,MA Shuang.Accurate stress analysis on rigid central buckle of long-span suspension bridges based on submodel method[J].Science China(Technological Sciences),2009,52(4):1019-1026. 被引量:14
  • 3薄天利,郑晓静.防沙栅栏风洞实验的数值模拟[J].兰州大学学报(自然科学版),2005,41(5):97-101. 被引量:16
  • 4T SATO, T UEMATSU, T NAKATA, et al. Three dimensional numerical simulation of snowdrift[ J]. Journal of Wind Engineering and Industrial Aerodynamics, 1993,46-47.
  • 5G E LISTON, M STURM. A snow transport model for complex terrain [J]. J. Glaciol, 1998,(148).
  • 6S ALHAJRAF. Computational fluid dynamic modeling of drifting particles at porous fences[J]. Environmental Modelling and Software, 2004,19:163-170.
  • 7J H M BEYERS, P A SUNDSBO, T M HARMS. Numerical simulation of three-dimenslonal, transient snow drifting around a cube [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92 725-747.
  • 8S ALHAJRAF. Computational fluid dynamic modeling of drifting particles at porous fences [ J ]. Environmental Modelling & Software, 2004, 19: 163-170.
  • 9P A SUNDSBO. Numerical simulations of wind deflection fins to control snow accumulation in building steps[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998,74-76.
  • 10GB50009--2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002.

共引文献40

同被引文献21

  • 1王厚雄,尹永顺,高注.车顶外形对车辆气动横向稳定性等气动特性的影响[J].空气动力学学报,1993,11(1):98-102. 被引量:8
  • 2BAKER C J,JONES J, LOPEZ-CALLEJA F, et al. Meas- urements oI the Cross Wind Forces on Trains[J]. Journal oI Wind Engineering and Industrial Aerodynamics, 2004,92 (7- 8) : 547-563.
  • 3KHIER W,BREUER M,DURST F. Flow Structure around Trains under Side Wind Conditions: A Numerical Study[J]. Computers &Fluids,2000,29(2):179-195.
  • 4PAPESCH A J G. Model Study of Windbreaks on Railway Bridges[J]. New Zealand Engineering, 1972, 27 ( 4 ) : 132-139.
  • 5KWON S D,KIM D H,LEE S H,et al. Design Criteria ofWind Barriers for Traffic: Part 1 : Wind Barrier Perform- ance[J]. Wind and Structrue,2011,14(1) :55-70.
  • 6王中隆,白重瑗,陈元.天山地区风雪流运动特征及其预防研究[J].地理学报,1982,37(1):51-64.
  • 7土谷学.吹きだまりと風に特性について[M].日本雪工学会誌,2002.
  • 8希缪,斯坎伦.风对结构的作用:风工程导论[M].第二版.刘尚培,项海帆,谢霁明,译.上海:同济大学出版社,1992.
  • 9葛盛昌,蒋富强.兰新铁路强风地区风沙成因及挡风墙防风效果分析[J].铁道工程学报,2009,26(5):1-4. 被引量:85
  • 10葛盛昌.新疆铁路风区大风天气列车安全运行办法研究[J].铁道运输与经济,2009,31(8):32-34. 被引量:27

引证文献2

二级引证文献8

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