Wind-induced responses of a high chimney by the wind tunnel tests with a continuous aero-elastic model

LIANGShu-guo1, ZHOU Ying1,WANG Lei1,2,FAN Xing-yan2, LIU Wei2, YANG Wei 1

Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (10) : 149-155.

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Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (10) : 149-155.

Wind-induced responses of a high chimney by the wind tunnel tests with a continuous aero-elastic model

  • LIANGShu-guo1,  ZHOU Ying1 , WANG Lei1,2 , FAN Xing-yan2, LIU Wei2, YANG Wei 1
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Abstract

Taking a 300 m super tall chimney as an example, the wind tunnel test method and experimental results for a continuous aeroelastic model applied in wind resistant design were introduced.The continuous aero-elastic chimney model was manufactured by the DEVCON plastic steel liquid to analogy the structure according to its geometry scale ratios and dynamic characteristics.A piece of emery paper was attached on the surface of a rigid model to achieve an effective high Reynolds number flow in the full-scale condition and the optimal thickness of the emery paper was determined via a series of pressure measurement tests on the rigid model of the chimney.Thereafter, roughening the aero-elastic model by the emery paper with the optimal thickness, a series of wind tunnel tests were conducted on the model to directly acquire the structural responses.The test results show that the vortex induced resonance phenomenon exists in uniform flow to a certain extent, while there is no vortex induced resonance phenomenon in turbulent flow.Nevertheless, the dynamic displacements of the model in across-wind direction are still obviousely larger than those in along-wind direction.The test results were compared with the full-scale measured results, and it is shown that the test data of the model are reliable.The research process and results can provide a reference to similar projects.

Key words

High flexible chimney / Wind tunnel test / Wind induced response / Continuous shell aero-elastic model / Reynolds number effects

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LIANGShu-guo1, ZHOU Ying1,WANG Lei1,2,FAN Xing-yan2, LIU Wei2, YANG Wei 1. Wind-induced responses of a high chimney by the wind tunnel tests with a continuous aero-elastic model[J]. Journal of Vibration and Shock, 2019, 38(10): 149-155

References

[1] Hirsch G, Ruscheweyh H. Full-scale measurements on steel chimney stacks[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1975, 1(4):341-347.
[2] Das. S. P, Chaulia. P. B.Failure investigation of the vertically rivetted lap joints of a dolomite kiln chimney[J], Mechanical engineering bulletin.1983, 14(4): 106-112.
[3] Ciesielski R, Flaga A, Kawecki J. Aerodynamic effects on a non-typical steel chimney 120 m high[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1996, 65(1):77-86.
[4] HubalikThomasM. Wind-induced vibration of a brace on a 530 foot high chimney[C], Proceedings of the American Power Conference. 1997, 59(1): 321-324.
[5] Kawecki J, Żurański J A. Cross-wind vibrations of steel chimneys—A new case history[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2007, 95(9):1166-1175.
[6] 梁枢果, 王磊, 王述良,等. 国内外规范圆截面高耸结构横风向等效风荷载取值对比研究[J]. 特种结构, 2013(5).
Liang Shuguo, Wang Lei, Wang Shuliang, et al. Comparative research on across wind equivalent load codes of towering structure with circular cross section[J]. special structure, 2013(5).
[7] Simiu E, Scanlan R H. Wind effects on structures: an introduction to wind engineering[M]. Wiley, 1978.
[8] Vickery B J, Basu R I. Across-wind vibrations of structures of circular cross-section. Part I. Development of a mathematical model for two-dimensional conditions[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1983, 12(1):49-73.
[9] Larsen A. A generalized model for assessment of vortex-induced vibrations of flexible structures[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1995, 57(2):281-294.
[10] Vickery B J, Steckley A. Aerodynamic damping and vortex excitation on an oscillating prism in turbulent shear flow[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1993, 49(1):121-140.
[11] Kitagawa T, Wakahara T, Fujino Y, et al. An experimental study on vortex-induced vibration of a circular cylinder tower at a high wind speed[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1997, 69(3):731-744.
[12] 王磊, 梁枢果, 邹良浩,等. 超高层建筑多自由度气弹模型的优势及制作方法[J]. 振动与冲击, 2014, 33(17):24-29.
WANG Lei LIANG Shu-guo ZOU Liang-hao WANG Shu-liang. The advantages and making method of super high-rise building’s multi-DOF aero-elastic model. , 2014, 33(17): 24-30.
[13] Yoshie R, Kawai H, Shimura M, et al. A study on wind-induced vibration of super high rise building by multi-degree-of freedom model[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1997, s 69–71(69):745-755.
[14] Lei Wang, Shuguo Liang, Guoqing Huang, et al. Investigation on the unstability of vortex induced resonance of high-rise buildings[J]. Journal of Wind Engineering &Industrial Aerodynamics, 2018, 175:17–31.
[15] 孙天风, 周良茂. 无肋双曲线型冷却塔风压分布的全尺寸测量和风洞研究[J]. 空气动力学学报, 1983(4):73-81.
    Sun Tianfeng, Zhou Liangmao.A full-scale and wind-tunnel study of wind pressure distribution around a ribless hyperbolic cooling tower[J]ActaAerodynamica Sinica.1983.4:68-76.
[16] 水利电力部. 工业循环水冷却设计规范[M]. 中国计划出版社, (GB/T 50102-2003)[S].2003:15-17.
National Standard of P. R. China, Code for Design of Cooling for Industrial Recirculating Water GB/T50102-2003 [S]. Beijing: China Planning Press, 2003.
[17]Waldeck J L. Measurement of wind effects on a 300-M concrete chimney — reference paramters[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1989, 32(1–2):199-209.
[18] Eurocode,prEN1991-2-4,Eurocode 1:Actions on structures - General Actions - Part1-4:Wind actions.
[19]Zhang X T. Analysis of Across-wind Vortex Shedding Resonance and Its Application to Code[J]. Building Science, 2000.
[20]Melbourne W H, Cheung J C K, Goddard C R. Response to Wind Action of 265-M Mount Isa Stack[J]. Journal of Structural Engineering, 1983, 109(11):2561-2577.
[21]Müller F P, Nieser H. Measurements of wind-induced vibrations on a concrete chimney[J]. Journal of Industrial Aerodynamics, 1975, 1(75):239-248.
[22]Waldeck J L. The measured and predicted response of a 300 m concrete chimney[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1992, 41(1-3):229-240.
[23]中华人民共和国住房和城乡建设部. 建筑结构荷载规范[M]. 中国建筑工业出版社, 2012.
National Standard of P. R. China, Load Code for the Design of Building Structures GB50009-2001 [S]. Beijing: China Architecture and Building Press, 2002.
[24] Architectural Institute of Japan, Recommendations for loads on buildings [S]. Architectural Institute of Japan, Tokyo, 1996.
 
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