A shallow-depth sloshing absorber for structural control

Sloshing absorbers work on a similar principle to that of tuned vibration absorbers. A sloshing absorber consists of a tank, partially filled with liquid. The absorber is attached to the structure to be controlled, and relies on the structure's motion to excite the liquid. Consequently, a sloshing wave is produced at the liquid free surface possessing energy dissipative qualities. The primary objective of this paper is to demonstrate the effectiveness of employing liquid sloshing as a structural control mechanism. To this end, simple experimental observations are presented first. Then, numerical predictions obtained using smoothed particle hydrodynamics (SPH) are compared with experimental observations. The objective of this comparison is to demonstrate the modelling technique's ability to approximate the characteristics of such flows.

[1]  N. Khaji,et al.  A coupled BE–FE study for evaluation of seismically isolated cylindrical liquid storage tanks considering fluid–structure interaction , 2009 .

[2]  Ozden Turan,et al.  A STANDING-WAVE-TYPE SLOSHING ABSORBER TO CONTROL TRANSIENT OSCILLATIONS , 2000 .

[3]  Vinod J. Modi,et al.  AN EFFICIENT LIQUID SLOSHING DAMPER FOR VIBRATION CONTROL , 1998 .

[4]  Paul W. Cleary,et al.  3D SPH flow predictions and validation for high pressure die casting of automotive components , 2006 .

[5]  G. Batchelor,et al.  An Introduction to Fluid Dynamics , 1968 .

[6]  Paul W. Cleary,et al.  Modelling confined multi-material heat and mass flows using SPH , 1998 .

[7]  N. Popplewell,et al.  Nutation Damper Undergoing a Coupled Motion , 2004 .

[8]  Pradipta Banerji,et al.  Tuned liquid dampers for controlling earthquake response of structures , 2000 .

[9]  Odd M. Faltinsen,et al.  Sea loads on ships and offshore structures , 1990 .

[10]  Ahsan Kareem,et al.  Reduction of wind induced motion utilizing a tuned sloshing damper , 1990 .

[11]  Guirong Liu,et al.  Smoothed Particle Hydrodynamics: A Meshfree Particle Method , 2003 .

[12]  N. Isyumov,et al.  Numerical flow models to simulate tuned liquid dampers (TLD) with slat screens , 2005 .

[13]  Adam Patrick Marsh Design of effective traveling wave sloshing absorbers for structural control , 2009 .

[14]  T. Sturm,et al.  Open Channel Hydraulics , 2001 .

[15]  Hubert Chanson,et al.  The Hydraulics of Open Channel Flow: An Introduction , 1999 .

[16]  Daniel Ambrosini,et al.  Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement , 2010 .

[17]  Yozo Fujino,et al.  A semi-analytical model for tuned liquid damper (TLD) with wave breaking , 1994 .

[18]  Vinod J. Modi,et al.  CONTROL OF WIND-INDUCED INSTABILITIES THROUGH APPLICATION OF NUTATION DAMPERS: A BRIEF OVERVIEW , 1995 .

[19]  Hubert Chanson,et al.  Free Surface, Bubbly flow and Turbulence Measurements in Hydraulic Jumps , 2007 .

[20]  T. S. Sankar,et al.  Dynamics of Liquid Sloshing in Baffled and Compartmented Road Containers , 1993 .

[21]  Yukio Tamura,et al.  Wind-induced responses of an airport tower : efficiency of tuned liquid damper , 1996 .

[22]  J. Monaghan Smoothed particle hydrodynamics , 2005 .

[23]  P. Cleary,et al.  Smooth particle hydrodynamics: status and future potential , 2007 .