共 75 条
Construction of generalized shape functions over arbitrary polytopes based on scaled boundary finite element method's solution of Poisson's equation
被引:8
作者:
Xiao, B.
[1
]
Natarajan, S.
[2
]
Birk, C.
[3
]
Ooi, E. H.
[4
]
Song, C.
[5
]
Ooi, E. T.
[1
,6
]
机构:
[1] Federat Univ Australia, Inst Innovat Sci & Engn, Future Reg Res Ctr, Ballarat, Vic, Australia
[2] Indian Inst Technol Madras, Dept Mech Engn, Chennai, India
[3] Univ Duisburg Essen, Fak Ingenieurwissensch, Fachgebiet Statik & Dynam Tragwerke, Essen, Germany
[4] Monash Univ Malaysia, Sch Engn, Dept Mech Engn, Subang Jaya, Malaysia
[5] Univ New South Wales, Sch Civil & Environm Engn, Sydney, NSW, Australia
[6] Federat Univ Australia, Inst Innovat Sci & Engn, Future Reg Res Ctr, Ballarat, Vic 3350, Australia
关键词:
elasto-plasticity;
phase field model;
polygon elements;
poroelasticity;
quadtree;
scaled boundary finite element method;
shape functions;
FRACTURE-ANALYSIS;
CELL METHOD;
FORMULATION;
REPRESENTATION;
PERFORMANCE;
INTEGRATION;
PRINCIPLES;
POLYGONS;
D O I:
10.1002/nme.7287
中图分类号:
T [工业技术];
学科分类号:
08 ;
摘要:
A general technique to develop arbitrary-sided polygonal elements based on the scaled boundary finite element method is presented. Shape functions are derived from the solution of the Poisson's equation in contrast to the well-known Laplace shape functions that are only linearly complete. The application of the Poisson shape functions can be complete up to any specific order. The shape functions retain the advantage of the scaled boundary finite element method allowing direct formulation on polygons with arbitrary number of sides and quadtree meshes. The resulting formulation is similar to the finite element method where each field variable is interpolated by the same set of shape functions in parametric space and differs only in the integration of the stiffness and mass matrices. Well-established finite element procedures can be applied with the developed shape functions, to solve a variety of engineering problems including, for example, coupled field problems, phase field fracture, and addressing volumetric locking in the near-incompressibility limit by adopting a mixed formulation. Application of the formulation is demonstrated in several engineering problems. Optimal convergence rates are observed.
引用
收藏
页码:3603 / 3636
页数:34
相关论文