Study on Some Scale Effects of Two Similar Cylindrical Water Storage Tanks

Silviya Petkova*, Yuji Kohgo**
* Tokyo University of Agriculture and Technology, Tokyo, Japan.
** Graduate School of Agriculture, TUAT, Tokyo, Japan.
Periodicity:March - May'2020
DOI : https://doi.org/10.26634/jste.9.1.16522

Abstract

This work presents a study of the relationship between the dynamic characteristics of a full-size structure and its scaled version. By understanding the similitude laws and suitably scaling material properties, one can utilize an efficient scale model to obtain realistic structural performance. The main goal is to identify whether the natural frequencies of a coupled fluid-structure system follow the same similitude law as the full-size structure and its scaled prototype. The coupled fluid-structure systems are those where the structural behavior affects the fluid response and the fluid behavior affects the structural response so both must be solved, i.e., coupled together, to obtain the interacting solution. Scaling of the structure in specific numerical analysis defines two models that are similar in their geometry and material properties and is considered only in relation to the need for laboratory testing of engineering models. The finite element representation of a laboratory tested physical model is a bridge between this small-scale prototype and the computational model of a real structure. A thin-walled water storage tank with a simple cylindrical geometry is adopted for the analysis as representative of a coupled fluid-structure system whose dynamic behavior is strongly influenced by the presence of fluid and neither the structure nor the fluid alone governs the response.

Keywords

Physical Model, Cylindrical Geometry, Natural Frequency, Similitude.

How to Cite this Article?

Petkova, S., and Kohgo, Y. (2020). Study on Some Scale Effects of Two Similar Cylindrical Water Storage Tanks. i-manager's Journal on Structural Engineering, 9(1), 1-9. https://doi.org/10.26634/jste.9.1.16522

References

[1]. American Petroleum Institute. (1980). Standard 650. Steel Tanks for Oil Storage (7th ed.), Washington.
[2]. ANSYS®2019 R1. (2019). Ansys 2019 R1 Delivers Speed and Ease of Use for Engineers Solving Next- Generation Product Challenges. Retrieved from https:// www.ansys.com/about-ansys/news-center/01-29-19- ansys-2019-r1-delivers-speed-ease-of-use-engineerssolving- next-generation-challenges
[3]. Blevins, R. (1979). Formulas for Natural Frequency and Mode Shape, New York : Van Nostrand Reinhold Co.
[4]. Chen, G., & Xing, R. (2009). History of storage tank antiseismic research, Science & Technology Information, 33, 812–814.
[5]. Elkholy, S. A., Elsayed, A. A., El-Ariss, B., & Sadek, S. A. (2014). Optimal finite element modelling for modal analysis of liquid storage circular tanks. International Journal of Structural Engineering, 5(3), 207-241. https:// doi.org/10.1504/IJSTRUCTE.2014.063034
[6]. Han, M., Dai, J., Wang, C. M., & Ang, K. K. (2019). Hydrodynamic analysis of partially filled liquid tanks subject to 3D vehicular manoeuvring. Shock and Vibration, 1-14. https://doi.org/10.1155/2019/6943879
[7]. Housner, G. W. (1963). The dynamic behavior of water tanks. Bulletin of the Seismological Society of America, 53(2), 381-387.
[8]. IITK-GSDMA Guidelines for seismic design of liquid storage tanks (2007). National Information Center of Earthquake Engineering, Indian Institute of Technology Kanpur, India. Retrieved from https://www.iitk.ac.in/nicee/ IITK-GSDMA/EQ08.pdf
[9]. Jhung, M. J., & Kang, S. S. (2019). Fluid effect on the modal characteristics of a square tank. Nuclear Engineering and Technology, 51(4), 1117-1131. https:// doi.org/10.1016/j.net.2019.01.012
[10]. Morris, J. (1954). Dimensional methods and their applications. The Aeronautical Journal, 58(521), 376- 377. https://doi.org/10.1017/S036839310010687X
[11]. Musil, M., & Sivý, M. (2015). Dynamic analysis of liquid storage tank using FE method and results comparison with analytical models. In Proceedings of Conference on Innovation Science Engineering and Technology, Slovakia (pp. 9-13).
[12]. Okamura, M., Tamamura, S., & Yamamoto, R. (2013). Seismic stability of embankments subjected to pre-deformation due to foundation consolidation. Soils and Foundations, 53(1), 11-22. https://doi.org/10.1016/j. sandf.2012.07.015
[13]. Raghavendra,G., KeerthiGowda, B. S., & Gururaj, M. H. (2014). Dynamic analysis of overhead water tank under shaft staging. International Journal of Advanced Scientific and Technical Research, 3(4), 505-511.
[14]. Sánchez, H. S., Salas, C. C., & Domínguez, A. M. (2004, August). Structural behavior of liquid filled storage tanks of large capacity placed in seismic zones of high risk in Mexico. In Proceedings 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada.
[15]. Soedel, W., & Qatu, M. S. (2005). Vibrations of shells and plates. 3rd edition. The Journal of the Acoustical Society of America, 117(4), 1683-1684. https://doi.org/ 10.1121/1.1873932
[16]. The European Union. (2004). Eurocode 8, Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings. Retrieved from https://www.phd.eng.br/wp-content/uploads/2015/ 02/en.1998.1.2004.pdf
[17]. Veletsos, A.S., & Tang, Y. (1977). Earthquake response of liquid storage tanks - advances in civil engineering through mechanics, ASCE Proceedings of 2nd Engineering Mechanics Specially Conference (pp.1–24), USA.
[18]. Zemtev, N. (2011). Seismic analysis of a vertical water tank, In Proceedings of SISOM 2011 and Session of the Commission of Acoustics (pp. 458 -471), Romania.
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