1 AIT Asian Institute of Technology

A study of nonlinear liquid sloshing in rectangular tanks for damper application

AuthorUddin, Md. Tarek
Call NumberAIT Thesis no.ST-94-16
Subject(s)Damping (Mechanics)
NoteA thesis submitted in partial fulfillment of the requirements for the Degree of Master of Engineering, School of Civil Engineering
PublisherAsian Institute of Technology
AbstractThe liquid sloshing mechanism is used as an energy absorber to suppress the vibration of slender structures, normally caused by the effect of wind. The sloshing behavior may be considered as linear for small excitation amplitude but for moderate to large excitation amplitude, it becomes highly nonlinear. The nonlinearity includes amplitude dependent natural frequency, free surface with moving nodal point, superharmonic resonance, wave breaking etc. Therefore, the study focus on nonlinear behavior of liquid sloshing, because of its significance in predicting the actual damper behavior. A nonlinear analytical model was developed for liquid sloshing in rectangular tank based on the Hydrodynamic theory, which comprises of Laplace continuity equation, nonlinear kinematic and dynamic free surface conditions. The governing equations for liquid sloshing becomes very complicated due to the consideration of nonlinear terms. Therefore, the perturbation technique was applied upto the second order to foimulate the nonlinear model. The developed model can predict the free surface shape, sloshing force, superha1monic resonance, wave breaking etc. The effect of pure water damping did not incorporate into the model. As a result, the model predicts unbounded sloshing amplitude and sloshing force at resonance. The developed model was also simplified into linearized foim in order to compare with existing linear theories. The model was compared with Tospol's (1993) linear model and Bauer's (1967) linear and nonlinear model. A very good agreement was observed with the existing models. An experimental investigation was conducted using a tank having dimensions 40 cm long, 20 cm wide, 45 cm height. The water depth in the tank were varied from 8 cm to 32 cm. Various experimentally observed results were compared with the theoretical results. A good agreement was observed with the experimental and theoretical results. However, some of the experimental results can not be explained by the proposed theory, such as bounded response for sloshing amplitude, and sloshing force at resonance; and amplitude dependent natural frequency.
Year1994
TypeThesis
SchoolSchool of Civil Engineering
DepartmentOther Field of Studies (No Department)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Pennung Wamitchai
Examination Committee(s)Pisidhi Karasudhi ;Worsak Kanok-Nukulchai ;Jiaru, Qian
Scholarship Donor(s)Government of Finland
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1994


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