Consistent and stable meshfree Galerkin methods using the virtual element decomposition
Author
dc.contributor.author
Ortiz Bernardin, Alejandro
Author
dc.contributor.author
Russo, A.
Author
dc.contributor.author
Sukumar, N.
Admission date
dc.date.accessioned
2018-06-08T16:15:58Z
Available date
dc.date.available
2018-06-08T16:15:58Z
Publication date
dc.date.issued
2017
Cita de ítem
dc.identifier.citation
Int. J. Numer. Meth. Engng 2017; 112:655–684
es_ES
Identifier
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10.1002/nme.5519
Identifier
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https://repositorio.uchile.cl/handle/2250/148736
Abstract
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Over the past two decades, meshfree methods have undergone significant development as a numerical tool
to solve partial differential equations (PDEs). In contrast to finite elements, the basis functions in meshfree
methods are smooth (nonpolynomial functions), and they do not rely on an underlying mesh structure for their
construction. These features render meshfree methods to be particularly appealing for higher-order PDEs
and for large deformation simulations of solid continua. However, a deficiency that still persists in meshfree
Galerkin methods is the inaccuracies in numerical integration, which affects the consistency and stability
of the method. Several previous contributions have tackled the issue of integration errors with an eye on
consistency, but without explicitly ensuring stability. In this paper, we draw on the recently proposed virtual
elementmethod, to present a formulation that guarantees both the consistency and stability of the approximate
bilinear form.We adopt maximum-entropy meshfree basis functions, but other meshfree basis functions can
also be used within this framework. Numerical results for several two-dimensional and three-dimensional
elliptic (Poisson and linear elastostatic) boundary-value problems that demonstrate the effectiveness of the
proposed formulation are presented.
es_ES
Patrocinador
dc.description.sponsorship
National Science Foundation grant CMMI-1334783 to the University of California at Davis.