Characterization of Liquid Sloshing in U-Shaped Container with Submerged Cylinder to be Used as Dampers for Structural Vibration Control
Publication: Practice Periodical on Structural Design and Construction
Volume 27, Issue 1
Abstract
This study investigates the effects of a submerged cylinder on the sloshing responses in a partially filled U-shaped container. The movable cylinder is placed at the horizontal portion of a U-shaped container, which can move along with the liquid. This study further investigates the vibration control capability of the system for long period structures under dynamic loads. Besides experimental study, to understand the dynamic characteristics of the system, numerical simulations are also carried out on an ANSYS version 18.0 (FLUENT) platform using a computational fluid dynamics (CFD) framework. The fluid flow inside the container is modeled using the volume of fluid (VOF) method. The variation of sloshing induced interface movement with the cylinder’s length and diameter is studied. It is found that an increase in the cylinder’s length or diameter increases the overall damping capability of the container. In addition, as a damper in reducing response of a single degree of freedom (SDOF) structural frame under harmonic and earthquake loads, the device shows great efficiency.
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Data Availability Statement
Some or all data, computational model, MATLAB code generated, or experimental, used during the study are proprietary or confidential and may only be provided with restrictions.
Acknowledgments
The author acknowledges the facilities provided by the Department of Civil Engineering IIT Kharagpur for conducting the experimental work and to his fellow colleague Mr. Soumya Gorai for his help and suggestions. The author is thankful to the Chief Editor and Associate Editor for their valuable comments during the review of the manuscript. This research received no specific grant from any funding agency in the public, commercial, or not-for-profit sectors.
References
Al-Saif, K. A., K. A. Aldakkan, and M. A. Foda. 2011. “Modified liquid column damper for vibration control of structures.” Int. J. Mech. Sci. 53 (7): 505–512. https://doi.org/10.1016/j.ijmecsci.2011.04.007.
ANSYS. 2013. ANSYS fluent user’s guide. Canonsburg, PA: ANSYS.
Aydln, E., B. Öztürk, M. Dutkiewicz, H. Çetin, O. Okkay, U. Ohancan, and Y. E. Şirin. 2018. “Experiments of tuned liquid damper (TLD) on the reduced shear frame model under harmonic loads.” In Proc., 16th European Conf. on Earthquake Engineering (16ECEE). Istanbul, Turkey: European Association for Earthquake Engineering.
Baker, J. W., T. Lin, S. K. Shahi, and N. Jayaram. 2011. New ground motion selection procedures and selected motions for the PEER transportation research program. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Balendra, T., C. M. Wang, and H. F. Cheong. 1995. “Effectiveness of tuned liquid column dampers for vibration control of towers.” Eng. Struct. 17 (9): 668–675. https://doi.org/10.1016/0141-0296(95)00036-7.
Cavalagli, N., C. Biscarini, A. L. Facci, F. Ubertini, and S. Ubertini. 2017. “Experimental and numerical analysis of energy dissipation in a sloshing absorber.” J. Fluids Struct. 68 (Dec): 466–481. https://doi.org/10.1016/j.jfluidstructs.2016.11.020.
Chatterjee, T., and S. Chakraborty. 2014. “Vibration mitigation of structures subjected to random wave forces by liquid column dampers.” Ocean Eng. 87 (Sep): 151–161. https://doi.org/10.1016/j.oceaneng.2014.05.004.
Das, A., D. Maity, and S. K. Bhattacharyya. 2020. “Characterization of liquid sloshing in U-shaped containers as dampers in high-rise buildings.” Ocean Eng. 210 (Jul): 107462. https://doi.org/10.1016/j.oceaneng.2020.107462.
Debbarma, R., S. Chakraborty, and S. Ghosh. 2010a. “Unconditional reliability-based design of tuned liquid column dampers under stochastic earthquake load considering system parameters uncertainties.” J. Earthquake Eng. 14 (7): 970–988. https://doi.org/10.1080/13632461003611103.
Debbarma, R., S. Chakraborty, and S. Kumar Ghosh. 2010b. “Optimum design of tuned liquid column dampers under stochastic earthquake load considering uncertain bounded system parameters.” Int. J. Mech. Sci. 52 (10): 1385–1393. https://doi.org/10.1016/j.ijmecsci.2010.07.004.
Di Matteo, A., F. Lo Iacono, G. Navarra, and A. Pirrotta. 2014. “Experimental validation of a direct pre-design formula for TLCD.” Eng. Struct. 75 (Sep): 528–538. https://doi.org/10.1016/j.engstruct.2014.05.045.
Di Matteo, A., A. Pirrotta, and S. Tumminelli. 2017. “Combining TMD and TLCD: Analytical and experimental studies.” J. Wind Eng. Ind. Aerodyn. 167 (Aug): 101–113. https://doi.org/10.1016/j.jweia.2017.04.010.
Elias, S. 2019. “Effect of SSI on vibration control of structures with tuned vibration absorbers.” In Shock and vibration 2019. London: Hindawi.
Elias, S., and V. Matsagar. 2017. “Research developments in vibration control of structures using passive tuned mass dampers.” Ann. Rev. Control 44 (Jan): 129–156. https://doi.org/10.1016/j.arcontrol.2017.09.015.
Elias, S., and V. Matsagar. 2019. “Seismic vulnerability of a non-linear building with distributed multiple tuned vibration absorbers.” Struct. Infrastruct. Eng. 15 (8): 1103–1118. https://doi.org/10.1080/15732479.2019.1602149.
Elias, S., V. Matsagar, and T. K. Datta. 2016. “Effectiveness of distributed tuned mass dampers for multi-mode control of chimney under earthquakes.” Eng. Struct. 124 (Oct): 1–16. https://doi.org/10.1016/j.engstruct.2016.06.006.
Elias, S., V. Matsagar, and T. K. Datta. 2019. “Distributed tuned mass dampers for multi-mode control of benchmark building under seismic excitations.” J. Earthquake Eng. 23 (7): 1137–1172. https://doi.org/10.1080/13632469.2017.1351407.
Elias, S., R. Rupakhety, and S. Ólafsson. 2020. “Tuned mass dampers for response reduction of a reinforced concrete chimney under near-fault pulse-like ground motions.” Front. Built Environ. 6 (Jun): 1–9.
Gao, H., K. C. S. Kwok, and B. Samali. 1997. “Optimization of tuned liquid column dampers.” Eng. Struct. 19 (6): 476–486. https://doi.org/10.1016/S0141-0296(96)00099-5.
Gao, H., K. S. C. Kwok, and B. Samali. 1999. “Characteristics of multiple tuned liquid column dampers in suppressing structural vibration.” Eng. Struct. 21 (4): 316–331. https://doi.org/10.1016/S0141-0296(97)00183-1.
Ghosh, A., and B. Basu. 2004. “Seismic vibration control of short period structures using the liquid column damper.” Eng. Struct. 26 (13): 1905–1913. https://doi.org/10.1016/j.engstruct.2004.07.001.
Gur, S., K. Roy, and S. K. Mishra. 2015. “Tuned liquid column ball damper for seismic vibration control.” Struct.Control Health Monit. 22 (11): 1325–1342. https://doi.org/10.1002/stc.1740.
Lagarias, J. C., J. A. Reeds, M. H. Wright, and P. E. Wright. 1998. “Convergence properties of the Nelder-Mead simplex method in low dimensions.” SIAM J. Optim. 9 (1): 112–147. https://doi.org/10.1137/S1052623496303470.
Launder, B. E., and D. B. Spalding. 1972. Lectures in mathematical models of turbulence. London: Academic Press.
Lee, H. H., S. Wong, and R. Lee. 2006. “Response mitigation on the offshore floating platform system with tuned liquid column damper.” Ocean Eng. 33 (8–9): 1118–1142. https://doi.org/10.1016/j.oceaneng.2005.06.008.
Love, J. S., B. Morava, J. K. Robinson, and T. C. Haskett. 2021. “Tuned sloshing dampers in tall buildings: A practical performance-based design approach.” Pract. Period. Struct. Des. Constr. 26 (3): 04021016. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000582.
Love, J. S., B. Morava, and A. W. Smith. 2020. “Monitoring of a tall building equipped with an efficient multiple-tuned sloshing damper system.” Pract. Period. Struct. Des. Constr. 25 (3): 05020003. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000481.
Rhee, S. H. 2005. “Unstructured grid based Reynolds-averaged Navier-Stokes method for liquid tank sloshing.” J. Fluids Eng. 127 (3): 572. https://doi.org/10.1115/1.1906267.
Sakai, F., S. Takaeda, and T. Tamaki. 1989. “Tuned liquid column damper-new type device for suppression of building vibrations.” In Proc., Int. Conf. on Highrise Buildings, 926–931. Nanjing, China: International Conference on High-Rise Buildings.
Shum, K. M. 2009. “Closed form optimal solution of a tuned liquid column damper for suppressing harmonic vibration of structures.” Eng. Struct. 31 (1): 84–92. https://doi.org/10.1016/j.engstruct.2008.07.015.
Stanikzai, M. H., S. Elias, V. A. Matsagar, and K. Arvind. 2020. “Seismic response control of base-isolated buildings using tuned mass damper.” Aust. J. Struct. Eng. 21 (1): 310–321. https://doi.org/10.1080/13287982.2019.1635307.
Talyan, N., S. Elias, and V. Matsagar. 2021. “Earthquake response control of isolated bridges using supplementary passive dampers.” Pract. Period. Struct. Des. Constr. 26 (2): 04021002. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000563.
White, F. M. 2009. Fluid mechanics. Kingston, RI: Univ. of Rhode Island.
Yalla, S. K., and A. Kareem. 2000. “Optimum absorber parameters for tuned liquid column dampers.” J. Struct. Eng. 126 (8): 906–915. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(906).
Yalla, S. K., and A. Kareem. 2003. “Semiactive tuned liquid column dampers: Experimental study.” J. Struct. Eng. 129 (7): 960–971. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(960).
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Received: Apr 8, 2021
Accepted: Jun 21, 2021
Published online: Sep 27, 2021
Published in print: Feb 1, 2022
Discussion open until: Feb 27, 2022
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