In the literature there is growing evidence of instabilities in standard time-stepping schemes to solve boundary integral elastodynamic models [ 11-13]. In this article we use three distinct model problems to investigate the stability properties of various discretizations that are commonly used to solve elastodynamic boundary integral equations. Using the model problems, the stability properties of a large variety of discretization schemes are assessed. The features of the discretization procedures that are likely to cause instabilities can be established by means of the analysis. This new insight makes it possible to design new time-stepping schemes that are shown to be more stable. @ 19% John Wiley & Sons, Inc. 1
As is well known B.E.M. is obtained as a mixture of the integral representation formula of classica...
In this chapter some applications of boundary element techniques to dynamic problems are presented. ...
The ordinary differential equations occurring in linear boundary value problems characteristically h...
In the literature there is growing evidence of instabilities in standard time-stepping schemes to so...
The elastodynamic equations are frequently encountered in the geosciences for assessing the stabili...
The boundary initial value problems of elastodynamics are formulated as boundary integral equations....
In recent decades, intensive research efforts have been oriented towards the boundary element method...
The boundary element (BE) analysis is formulated by a symmetric (Galerkin weightedresidual, double-i...
The boundary element method (BEM) in its simple form when solving the exterior acoustic problem in t...
International audienceThis work presents alternative time-marching schemes for performing elastodyna...
We consider semi-discrete discontinuous Galerkin approximations of both displacement and displacemen...
Applications and modeling of various phenomena in all areas of scientific research require finding n...
In the conventional approach for fluid-structure-interaction problems, the fluid and solid component...
The immersed boundary (IB) method is a mathematical formulation for fluid-structure interaction prob...
As is well known B.E.M. is obtained as a mixture of the integral representation formula of classica...
In this chapter some applications of boundary element techniques to dynamic problems are presented. ...
The ordinary differential equations occurring in linear boundary value problems characteristically h...
In the literature there is growing evidence of instabilities in standard time-stepping schemes to so...
The elastodynamic equations are frequently encountered in the geosciences for assessing the stabili...
The boundary initial value problems of elastodynamics are formulated as boundary integral equations....
In recent decades, intensive research efforts have been oriented towards the boundary element method...
The boundary element (BE) analysis is formulated by a symmetric (Galerkin weightedresidual, double-i...
The boundary element method (BEM) in its simple form when solving the exterior acoustic problem in t...
International audienceThis work presents alternative time-marching schemes for performing elastodyna...
We consider semi-discrete discontinuous Galerkin approximations of both displacement and displacemen...
Applications and modeling of various phenomena in all areas of scientific research require finding n...
In the conventional approach for fluid-structure-interaction problems, the fluid and solid component...
The immersed boundary (IB) method is a mathematical formulation for fluid-structure interaction prob...
As is well known B.E.M. is obtained as a mixture of the integral representation formula of classica...
In this chapter some applications of boundary element techniques to dynamic problems are presented. ...
The ordinary differential equations occurring in linear boundary value problems characteristically h...