A mixed finite element method for the dynamic analysis of coupled fluid–solid interaction problems

On the basis of a variational principle, a mixed finite element approach is developed to describe the linear dynamics of coupled fluid–structure interactions. The variables of acceleration in the elastic solid and pressure in the fluid are adopted as the arguments of the variational principle. These are chosen since they directly relate to many practical fluid–structure interaction dynamic problems involving free surface disturbances, e. g. a dam-water system, a fuel cell in an aircraft, etc. Matrix equations describing the motions are presented and four methods of solution discussed, each simplifying and approximating the matrix equations for easier application to solve various types of engineering problems. This is demonstrated by analysing a selection of fluid–structure interaction problems of practical interest. The examples illustrate the general principle and application of the described functional approach without need to resort to more complex dynamic problems which can be analysed in a similar manner.

Author(s):  
J T Xing ◽  
Y P Xiong ◽  
M Tan

Theoretical development of a mixed finite element substructure—subdomain method for dynamic analysis of fluid—structure interaction systems (FSIS) with applications in maritime engineering is summarized in this paper. Governing equations for FSIS are presented. Boundary conditions for air—liquid interfaces are formulated to account for mass density discontinuity of different fluids. The frequency shift technique is demonstrated for FSIS, which establishes a basis for the design of an algorithm for the purpose of dynamic analysis of structure, fluids, and their interactions. A flow chart of the computer program is provided to better illustrate the implementation of the numerical method. Four problems in maritime engineering are simulated using the developed fluid—structure interaction analysis program (FSIAP). Problem 1 investigates the sloshing frequencies of a liquid tank and its dynamic responses to a sinusoidal base motion and El Centro earthquake excitation, respectively. Problem 2 analyses the transient response of a liquefied natural gas (LNG) tank—water system to an explosion wave in the water. Problem 3 studies a structure—acoustic—volume system subject to human footfall impacts, which may explain the ‘character’ of the footstep noise claimed by people, such as ‘thuds’, ‘thumps’, and ‘booming’. Problem 4 investigates the dynamic response of an onshore LNG storage tank subject to an impact load. The numerical results are analysed to provide the guidelines for design of maritime products involving FSIS.


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