Xg. Zeng et F. Zhao, A COUPLED FE AND BOUNDARY INTEGRAL-EQUATION METHOD BASED ON EXTERIOR DOMAIN DECOMPOSITION FOR FLUID-STRUCTURE INTERFACE PROBLEMS, International journal of solids and structures, 31(8), 1994, pp. 1047-1061
Citations number
22
Categorie Soggetti
Construcion & Building Technology","Engineering, Civil
A coupled finite element and exterior domain decomposition-based bound
ary integral formulations for the solutions of two- or three-dimension
al time-harmonic fluid structure interaction problems is described in
this paper. It is known that the memory limitation of computers has be
en one of the major obstacles for solving large scale high frequency f
luid structure interface systems using various existing nonlocal finit
e element and boundary integral equation coupling techniques due to th
e fully populated resultant matrix generated from the boundary integra
l equation representation. The essence of this study is to decompose,
through domain decomposition of the exterior region, the original exte
rior problem into arbitrary subproblems with data sharing only at the
interfaces. By decomposing the exterior infinite domain into an approp
riate number of infinite subdomains, this method not only ensures the
validity of the formulation for all frequencies but also leads to a di
agonalized, blockwise-banded system of discretized equations. The size
of an individual submatrix (i.e. a block) that is associated with an
exterior subdomain may be decided by the user, and may be selected suc
h that the restriction due to the memory limitation of a given compute
r may be accommodated. In addition, the method is suited for parallel
processing since the data associated with each subdomain (impedance ma
trices, load vectors, etc.) may be generated in parallel, and the comm
unication needed will be only for the interface values. Most significa
ntly, unlike the existing coupled finite element and boundary integral
equation techniques that are valid for all frequencies, our method av
oids the use of both the hypersingular operator and the double integra
ls, therefore reducing the computational complexity. Numerical experim
ents have been performed for elastic cylindrical shells subjected to a
plane incident wave. The results have demonstrated the accuracy of th
e method for wavenumbers ranging from 0 to 30, both directly on the sh
ell and in the far field, and have confirmed that the procedure is val
id for all frequencies.