[1]张树光,路平平,赵中伟,等.贝壳型单层网壳结构流场数值模拟与风洞试验对比研究[J].西安建筑科技大学学报(自然科学版),2019,51(03):337-343.[doi:10.15986/j.1006-7930.2019.03.005]
　ZHANG Shuguang,LU Pingping,ZHAO Zhongwei,et al.Numerical simulation and wind tunnel test of shell structure with single-layer reticulated shell[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2019,51(03):337-343.[doi:10.15986/j.1006-7930.2019.03.005]
点击复制

贝壳型单层网壳结构流场数值模拟与风洞试验对比研究()
分享到：

西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
51
期数:
2019年03期
页码:
337-343
栏目:
出版日期:
2019-06-30

文章信息/Info

Title:
Numerical simulation and wind tunnel test of shell structure with single-layer reticulated shell
文章编号:
1006-7930(2019)03-0337-07
作者:
张树光1; 路平平1; 赵中伟1; 2; 马涛3
(1. 辽宁工程技术大学 土木工程学院，辽宁 阜新 123000；2. 天津大学 建筑工程学院，天津 300072；3.辽宁省阜新公路路政管理局，辽宁 阜新 123000)
Author(s):
ZHANG Shuguang1;  LU Pingping1;  ZHAO Zhongwei1; 2;  MA Tao3
(1.School of Civil Engineering, Liaoning Project Technology University, Liaoning Fuxin 123000,China; 2. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 3.Administration of highway service,Liaoning Fuxin 123000, China)
关键词:
贝壳型; 网壳; 风场; 数值风洞
Keywords:
shell shape;  single-layer lattice shells;  wind field;  numerical wind tunnel
分类号:
TU312.1
DOI:
10.15986/j.1006-7930.2019.03.005
文献标志码:
A
摘要:
应用SST κ-ω湍流模型,采用数值风洞技术对贝壳型单层网壳在不同风向作用下结构表面的风压分布进行了数值模拟,获得了结构表面各分区下的压强系数.把其中具有代表性的分区数值风洞理论值与风洞试验结果进行比较分析，结果对比说明：两者吻合较好，所得到的压强分布系数可以用于工程实际，验证了数值风洞模拟技术的可靠性.事实证明以数值风洞技术来分析复杂结构周围的流场进行预测是可行的.
Abstract:
Predicted the distribution of pressure coefficient on surface of the single-layer lattice shells located in Yujiapu which is in shell shape by numerical wind tunnel method. The SST κ-ω turbulence model was adopted. The pressure coefficient of each subarea was computed to make a comparison with the result from wind tunnel test. It was validated that they were in good agreement with the results derived by experiment and the pressure coefficient distribution could be adopted for the project. the numerical simulation method adopted in this paper could be generalized.

参考文献/References:

［1］中国工程建设标准化协会. 建筑结构荷载规范: GB50009-2012, ［S］. 北京: 中国建筑工业出版社, 2012.

China Association for Engineering Construction Standardization. Building structure load specification: GB50009-2012［S］.Beijing: China Building Industry Press, 2012.
［2］杨舒.地铁上盖物业商业综合体实例研究——以深圳市区为例［D］.西安：西安建筑科技大学，2013.
YANG Shu. A case study of subway overlyingproperty commercial complex：Take downto-wn shenzhen as example［D］.Xi′an：Xi′an Univ. of Arch. & Tech.,2013.
［3］吉迪恩·S·格兰尼.城市地下空间设计［M］.许方，译.北京：中国工业出版社，2011：141-186.
Gideon·S·Glen.Urban underground space design［M］.Xufang, Translated. Beijing: China Industry Press,2011:141-186.
［4］ZHANG A S, GAO C L, ZHANG L. Numerical simulation of the wind field around different building arrangements ［J］. Journal of Wind Engineering And Industrial Aerodynamics, 2005,93(12): 891-904.
［5］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］.郑州大学报(工学版), 2008, 29(4):91-95.
LIAO Zebang, HUANG Bencai, LIN Gao.Numerica imulation of average wind pressure of large span closed roof in shenyang comprehensive stadium［J］.Journal of Zhengzhou University(Engineering Science),2008, 29(4):91-95.
［6］胡朋,李永乐,廖海黎.基于SST κ-ω湍流模型的平衡大气边界层模拟［J］. 空气动力学学报,2012,30(6):737-743.
HU Peng, LI Yongle, LIAO Haili. Simulation of equilibrium atmospheric boundary layer based on SST κ-ω turbulence model［J］. ACTA Aerodynamica Sinica,2012,30(6):737-743.
［7］孙晓颖,朱晓洁,武岳,等.深圳大运会主体育场罩棚风压分布的数值模拟［J］. 哈尔滨工业大学学报,2010,42,(8):1183-1188.
SUN Xiaoying, ZHU Xiaojie, WU Yue, et al. Numerical simulation of wind pressuredistribution in the main stadium of Shenzhen universiade［J］.Journal of Harbin Institute of Technology,2010,42(8):1183-1188.
［8］刘丹，黄本才,史益军.复杂双侧大悬挑屋盖平均风压数值模拟［J］.计算机辅助工程, 2007,16(3):38-42.
LIU Dan, HUANG Bencai, SHI Yijun. Numerical simulation of average wind pressure of complex double-sided large cantilevered roof［J］. Computer Aided Engineering,2007,16(3):38-42.
［9］王福军.计算流体动力学分析——CFD软件原理与应用［M］.北京：清华大学出版社，2004.
WANG Fujun. Computational fluid dynamics analysis--Principle and application of CFD software［M］.Beijing: Tsinghua University press,2004.
［10］陈志华,闫翔宇,王小盾,等.新型斜拉桥与摩天轮复合结构流场数值模拟与风洞试验研究［J］. 工程力学, 2008,25(5):117-123,130.
CHEN Zhihua, YAN Xiangyu, WANG Xiaodun, et al. Numerical simulation of flow field and wind tunnel test of new cable-stayed bridge and ferris wheel composite structure［J］.Engineering Mechanics,2008,25(5):117-123,130.
［11］西南交通大学风工程试验研究中心.天津于家堡地铁车站站房风洞试验研究报告［R］.［s.l.］:［s.n.］,2010.4.
Southwest Transportation University windengineering test and research center. Research report on wind tunnel test of station building of Yujiapu metro station in Tianjin［R］.［s.l.］:［s.n.］,2010.4.
［12］日本建築学会. 建築物荷重指針ISBN4-8189-0459- 7C3052 P4450E-1996［S］.東京: ［s.n.］,1996.
Architectural Society of Japan. Building loading guide: ISBN4-8189-0459-7C3052 P4450E-1996［S］. Tokyo:［s.n.］,1996.
［13］张军海,王吉桥,吴向东,等.高速列车湍流特性的数值模拟［J］. 铁道机车车辆, 2010,30(1):11-15.
ZHANG Junhai, WANG Jiqiao, WU Xiangdong. et al. Numerical simulation of turbulence characteristics of high-speed trains［J］.Railway Locomotive and Car2010,30(1):11-15.
［14］NOZAWA K, TAMURA T. Large eddy simulation of the flow around a low-rise building immersed in a rough-wall turbulent boundary layer ［J］. Journal of Wind Engineering and Industrial Aerodynamics, 2002,90(10): 1151-1162.

备注/Memo

备注/Memo:
收稿日期:2018-04-11修改稿日期:2019-05-16
基金项目:中国博士后科学基金（2017M621156）
第一作者:张树光（1974-），男，教授，博士生导师，主要从事地下工程和环境岩土工程方面的研究. E-mail：zhangshuguang168@163.com
通信作者:路平平（1990-），女，博士，主要从事地下工程和环境岩土工程方面的研究.E-mail：lupingping222@126.com
更新日期/Last Update: 2019-07-22