Wind Load Simulation on Cylindrical Air-supported Structure

Shen Yuekui; Wang Hao; Xin Jiali

doi:doi:10.11648/j.sd.20190706.15

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Wind Load Simulation on Cylindrical Air-supported Structure

Shen Yuekui, Wang Hao, Xin Jiali

Published in Science Discovery (Volume 7, Issue 6)

Received: 3 November 2019 Accepted: Published: 9 December 2019

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Abstract

More and more air-supported structures are used. However，the current wind load shape coefficient can not match engineering design. The CFD technology is utilized to simulate the wind load pressure distribution of rigid half cylindrical shape used for air-supported structures frequently. The shape is found by finite element software ANSYS, and then put into the flow field. RNG ĸ-ε turbulence model based on the Reynolds averaging method and FLUENT software are chose to investigate wind load variation along different wind direction (0°, 30°, 60°, 90°). The results show that the distribution range of extreme negative pressure area is from - 0.9 to - 1.01 at different wind direction angles, and it is easy to separate and form extreme negative pressure area at the two corners close to the windward side. Therefore, enough attention should be paid to the extreme positive pressure area at the bottom of the windward side and the extreme negative pressure area at the top of the membrane face.

Published in	Science Discovery (Volume 7, Issue 6)
DOI	10.11648/j.sd.20190706.15
Page(s)	404-408
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Numerical Simulation, Cylindrical Air-supported Structure, Computational Fluid Dynamics, Wind Pressure Coefficient Distribution

References

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[3]	顾明，陆海峰.膜结构风荷载和风致响应研究进展[J].振动与冲击，2006，25(3)：25-43.
[4]	杨庆山，刘瑞霞.薄膜结构气弹动力稳定性研究[J].工程力学, 2006, 23(9)：18-24.
[5]	乔磊，谭峰，杨庆山，薄膜结构的动力反应分析[J].振动与冲击，2011，30(6)：109-113.
[6]	Guck M, Breuer M, Durst F.Computation of wind-induced vibrations of flexible shells and membranous structures [J]. Journal of Fluids and structures, 2003, 17：739-765.
[7]	潘亮.典型体型膜结构风荷载的CFD数值模拟研究[D].哈尔滨工业大学硕士学位论文，2009.
[8]	吴奎.基于CFD理论建筑膜结构风荷载数值模拟研究[D].重庆大学硕士学位论文，2013.
[9]	周峰，陈文礼，李惠.基于混合子结构方法充气膜结构气动特性[J].哈尔滨工业大学学报，2012，44(8):2-5.
[10]	孙晓颖，许伟，武岳.钝体绕流中的计算域设置研究.第十三界全国结构风工程学术会议论文集，大连.2007，10:1036—1041.
[11]	J.N. Wood，M. Breuer，G. De Nayer. Experimental studies on the instantaneous fluid–structure interaction of an air-inflated flexible membrane in turbulent flow [J]. Journal of Fluids and Structures，2018，80:405-440.
[12]	王彬，杨庆山.弱耦合算法的实现及其应用[J].工程力学, 2008, 25(12): 48-52.
[13]	武岳，沈世钊.膜结构风震分析的数值风洞方法[J].空间结构，2003，9(2):38-43.
[14]	Bodnár T, Fraunié P, Kozel k. On the use of high order compact schemes for the simulation of stably stratified fluid flow [J]. V European Conference on Computational Fluid Dynamics Lisbon, Portugal, June 2010: 14-17.
[15]	殷惠君.膜结构风荷载的数值模拟研究[D].同济大学博士学位轮，2006.

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APA Style

Shen Yuekui, Wang Hao, Xin Jiali. (2019). Wind Load Simulation on Cylindrical Air-supported Structure. Science Discovery, 7(6), 404-408. https://doi.org/10.11648/j.sd.20190706.15

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ACS Style

Shen Yuekui; Wang Hao; Xin Jiali. Wind Load Simulation on Cylindrical Air-supported Structure. Sci. Discov. 2019, 7(6), 404-408. doi: 10.11648/j.sd.20190706.15

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AMA Style

Shen Yuekui, Wang Hao, Xin Jiali. Wind Load Simulation on Cylindrical Air-supported Structure. Sci Discov. 2019;7(6):404-408. doi: 10.11648/j.sd.20190706.15

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@article{10.11648/j.sd.20190706.15,
  author = {Shen Yuekui and Wang Hao and Xin Jiali},
  title = {Wind Load Simulation on Cylindrical Air-supported Structure},
  journal = {Science Discovery},
  volume = {7},
  number = {6},
  pages = {404-408},
  doi = {10.11648/j.sd.20190706.15},
  url = {https://doi.org/10.11648/j.sd.20190706.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20190706.15},
  abstract = {More and more air-supported structures are used. However，the current wind load shape coefficient can not match engineering design. The CFD technology is utilized to simulate the wind load pressure distribution of rigid half cylindrical shape used for air-supported structures frequently. The shape is found by finite element software ANSYS, and then put into the flow field. RNG ĸ-ε turbulence model based on the Reynolds averaging method and FLUENT software are chose to investigate wind load variation along different wind direction (0°, 30°, 60°, 90°). The results show that the distribution range of extreme negative pressure area is from - 0.9 to - 1.01 at different wind direction angles, and it is easy to separate and form extreme negative pressure area at the two corners close to the windward side. Therefore, enough attention should be paid to the extreme positive pressure area at the bottom of the windward side and the extreme negative pressure area at the top of the membrane face.},
 year = {2019}
}

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TY  - JOUR
T1  - Wind Load Simulation on Cylindrical Air-supported Structure
AU  - Shen Yuekui
AU  - Wang Hao
AU  - Xin Jiali
Y1  - 2019/12/09
PY  - 2019
N1  - https://doi.org/10.11648/j.sd.20190706.15
DO  - 10.11648/j.sd.20190706.15
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 404
EP  - 408
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20190706.15
AB  - More and more air-supported structures are used. However，the current wind load shape coefficient can not match engineering design. The CFD technology is utilized to simulate the wind load pressure distribution of rigid half cylindrical shape used for air-supported structures frequently. The shape is found by finite element software ANSYS, and then put into the flow field. RNG ĸ-ε turbulence model based on the Reynolds averaging method and FLUENT software are chose to investigate wind load variation along different wind direction (0°, 30°, 60°, 90°). The results show that the distribution range of extreme negative pressure area is from - 0.9 to - 1.01 at different wind direction angles, and it is easy to separate and form extreme negative pressure area at the two corners close to the windward side. Therefore, enough attention should be paid to the extreme positive pressure area at the bottom of the windward side and the extreme negative pressure area at the top of the membrane face.
VL  - 7
IS  - 6
ER  -

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Author Information

Shen Yuekui

Civil Engineering, Xi’an University of Architecture and Technology, Xi'an, China
Wang Hao

Civil Engineering, Xi’an University of Architecture and Technology, Xi'an, China
Xin Jiali

Civil Engineering, Xi’an University of Architecture and Technology, Xi'an, China

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Plain Text BibTeX RIS

APA Style

Shen Yuekui, Wang Hao, Xin Jiali. (2019). Wind Load Simulation on Cylindrical Air-supported Structure. Science Discovery, 7(6), 404-408. https://doi.org/10.11648/j.sd.20190706.15

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ACS Style

Shen Yuekui; Wang Hao; Xin Jiali. Wind Load Simulation on Cylindrical Air-supported Structure. Sci. Discov. 2019, 7(6), 404-408. doi: 10.11648/j.sd.20190706.15

Copy | Download

AMA Style

Shen Yuekui, Wang Hao, Xin Jiali. Wind Load Simulation on Cylindrical Air-supported Structure. Sci Discov. 2019;7(6):404-408. doi: 10.11648/j.sd.20190706.15

Copy | Download

@article{10.11648/j.sd.20190706.15,
  author = {Shen Yuekui and Wang Hao and Xin Jiali},
  title = {Wind Load Simulation on Cylindrical Air-supported Structure},
  journal = {Science Discovery},
  volume = {7},
  number = {6},
  pages = {404-408},
  doi = {10.11648/j.sd.20190706.15},
  url = {https://doi.org/10.11648/j.sd.20190706.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20190706.15},
  abstract = {More and more air-supported structures are used. However，the current wind load shape coefficient can not match engineering design. The CFD technology is utilized to simulate the wind load pressure distribution of rigid half cylindrical shape used for air-supported structures frequently. The shape is found by finite element software ANSYS, and then put into the flow field. RNG ĸ-ε turbulence model based on the Reynolds averaging method and FLUENT software are chose to investigate wind load variation along different wind direction (0°, 30°, 60°, 90°). The results show that the distribution range of extreme negative pressure area is from - 0.9 to - 1.01 at different wind direction angles, and it is easy to separate and form extreme negative pressure area at the two corners close to the windward side. Therefore, enough attention should be paid to the extreme positive pressure area at the bottom of the windward side and the extreme negative pressure area at the top of the membrane face.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Wind Load Simulation on Cylindrical Air-supported Structure
AU  - Shen Yuekui
AU  - Wang Hao
AU  - Xin Jiali
Y1  - 2019/12/09
PY  - 2019
N1  - https://doi.org/10.11648/j.sd.20190706.15
DO  - 10.11648/j.sd.20190706.15
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 404
EP  - 408
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20190706.15
AB  - More and more air-supported structures are used. However，the current wind load shape coefficient can not match engineering design. The CFD technology is utilized to simulate the wind load pressure distribution of rigid half cylindrical shape used for air-supported structures frequently. The shape is found by finite element software ANSYS, and then put into the flow field. RNG ĸ-ε turbulence model based on the Reynolds averaging method and FLUENT software are chose to investigate wind load variation along different wind direction (0°, 30°, 60°, 90°). The results show that the distribution range of extreme negative pressure area is from - 0.9 to - 1.01 at different wind direction angles, and it is easy to separate and form extreme negative pressure area at the two corners close to the windward side. Therefore, enough attention should be paid to the extreme positive pressure area at the bottom of the windward side and the extreme negative pressure area at the top of the membrane face.
VL  - 7
IS  - 6
ER  -

Copy | Download