Robust high-order unfitted finite elements by interpolation-based discrete extension

被引:9
作者
Badia, Santiago [1 ,2 ]
Neiva, Eric [2 ,3 ]
Verdugo, Francesc [2 ]
机构
[1] Monash Univ, Sch Math, Clayton, Vic 3800, Australia
[2] Ctr Int Metodes Numer & Engn, Esteve Terrades 5, Castelldefels 08860, Spain
[3] Univ PSL, Coll France, Ctr Interdisciplinary Res Biol CIRB, CNRS,INSERM, Paris, France
基金
欧盟地平线“2020”; 澳大利亚研究理事会;
关键词
Embedded methods; Immersed methods; Unfitted finite elements; High-order finite elements; Aggregated finite elements; NUMERICAL-INTEGRATION; DOMAINS; DISCRETIZATION; VERSION; FLOWS; FLUID; XFEM;
D O I
10.1016/j.camwa.2022.09.027
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this work, we propose a novel formulation for the solution of partial differential equations using finite element methods on unfitted meshes. The proposed formulation relies on the discrete extension operator proposed in the aggregated finite element method. This formulation is robust with respect to the location of the boundary/interface within the cell. One can prove enhanced stability results, not only on the physical domain, but on the whole active mesh. However, the stability constants grow exponentially with the polynomial order being used, since the underlying extension operators are defined via extrapolation. To address this issue, we introduce a new variant of aggregated finite elements, in which the extension in the physical domain is an interpolation for polynomials of order higher than two. As a result, the stability constants only grow at a polynomial rate with the order of approximation. We demonstrate that this approach enables robust high -order approximations with the aggregated finite element method. The proposed method is consistent, optimally convergent, and with a condition number that scales optimally for high order approximation.
引用
收藏
页码:105 / 126
页数:22
相关论文
共 74 条
[1]   Nitsche-XFEM for the coupling of an incompressible fluid with immersed thin-walled structures [J].
Alauzet, Frederic ;
Fabreges, Benoit ;
Fernandez, Miguel A. ;
Landajuela, Mikel .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2016, 301 :300-335
[2]  
[Anonymous], 1991, Finite Element Analysis, DOI 10.1002/9781119426479
[3]  
[Anonymous], 2014, Intel mkl pardiso: Parallel direct sparse solver interface
[4]   The Serendipity Family of Finite Elements [J].
Arnold, Douglas N. ;
Awanou, Gerard .
FOUNDATIONS OF COMPUTATIONAL MATHEMATICS, 2011, 11 (03) :337-344
[5]   The high-order Shifted Boundary Method and its analysis [J].
Atallah, Nabil M. ;
Canuto, Claudio ;
Scovazzi, Guglielmo .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 394
[6]   EFFICIENT PRECONDITIONING FOR THE RHO-VERSION FINITE-ELEMENT METHOD IN 2 DIMENSIONS [J].
BABUSKA, I ;
CRAIG, A ;
MANDEL, J ;
PITKARANTA, J .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1991, 28 (03) :624-661
[7]   THE PROBLEM OF SELECTING THE SHAPE FUNCTIONS FOR A P-TYPE FINITE-ELEMENT [J].
BABUSKA, I ;
GRIEBEL, M ;
PITKARANTA, J .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1989, 28 (08) :1891-1908
[8]  
Badia S., 2020, Journal of Open Source Software, V5, P2520, DOI DOI 10.21105/JOSS.02520
[9]   Linking ghost penalty and aggregated unfitted methods [J].
Badia, Santiago ;
Neiva, Eric ;
Verdugo, Francesc .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 388
[10]   A robust and scalable unfitted adaptive finite element framework for nonlinear solid mechanics [J].
Badia, Santiago ;
Caicedo, Manuel A. ;
Martin, Alberto F. ;
Principe, Javier .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2021, 386