TY - JOUR
T1 - A staggered cell-centered finite element method for compressible and nearly-incompressible linear elasticity on general meshes
AU - Ong, Thanh Hai
AU - Hoang, Thi Thao Phuong
AU - Bordas, Stéphane P A
AU - Nguyen-Xuan, H.
PY - 2015
Y1 - 2015
N2 - We propose a new numerical method, namely, the staggered cell-centered finite element method for compressible and nearly incompressible linear elasticity problems. By building a dual mesh and its triangular submesh, the scheme can be constructed from a general mesh in which the displacement is approximated by piecewise linear (P1) functions on the dual submesh and, in the case of nearly incompressible problems, the pressure is approximated by piecewise constant (P0) functions on the dual mesh. The scheme is cell centered in the sense that the solution can be computed by cell unknowns of the primal mesh (for the displacement) and of the dual mesh (for the pressure). The method is presented within a rigorous theoretical framework to show stability and convergence. In particular, for the nearly incompressible case, stability is proved by using the macroelement technique. Numerical results show that the method, compared with other methods, is effective in terms of accuracy and computational cost.
AB - We propose a new numerical method, namely, the staggered cell-centered finite element method for compressible and nearly incompressible linear elasticity problems. By building a dual mesh and its triangular submesh, the scheme can be constructed from a general mesh in which the displacement is approximated by piecewise linear (P1) functions on the dual submesh and, in the case of nearly incompressible problems, the pressure is approximated by piecewise constant (P0) functions on the dual mesh. The scheme is cell centered in the sense that the solution can be computed by cell unknowns of the primal mesh (for the displacement) and of the dual mesh (for the pressure). The method is presented within a rigorous theoretical framework to show stability and convergence. In particular, for the nearly incompressible case, stability is proved by using the macroelement technique. Numerical results show that the method, compared with other methods, is effective in terms of accuracy and computational cost.
KW - Cell-centered schemes
KW - Finite elements
KW - Linear elasticity
KW - Macroelement condition
KW - Stability condition
UR - http://www.scopus.com/inward/record.url?scp=84941139918&partnerID=8YFLogxK
U2 - 10.1137/140990103
DO - 10.1137/140990103
M3 - Article
AN - SCOPUS:84941139918
SN - 0036-1429
VL - 53
SP - 2051
EP - 2073
JO - SIAM Journal on Numerical Analysis
JF - SIAM Journal on Numerical Analysis
IS - 4
ER -