A dual scaled boundary finite element formulation over arbitrary faceted star convex polyhedra

被引:17
|
作者
Ooi, E. T. [1 ]
Saputra, A. [2 ]
Natarajan, S. [3 ]
Ooi, E. H. [4 ]
Song, C. [2 ]
机构
[1] Federat Univ Australia, Sch Sci Engn & Informat Technol, Ballarat, Vic 3350, Australia
[2] Univ New South Wales, Sch Civil & Environm Engn, Sydney, NSW 2031, Australia
[3] Indian Inst Technol, Dept Mech Engn, Integrated Modelling & Simulat Lab, Chennai 600036, Tamil Nadu, India
[4] Monash Univ Malaysia, Sch Engn, Bandar Sunway 47500, Selangor, Malaysia
关键词
Scaled boundary finite element method; Polyhedra element; Shape functions; Octree; LINEAR ELASTICITY; CRACK-PROPAGATION; STRESS-ANALYSIS; CONCRETE; SINGULARITIES; METHODOLOGY; COMPUTATION; COLLOCATION; ORDER; MODEL;
D O I
10.1007/s00466-020-01839-9
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A novel technique to formulate arbritrary faceted polyhedral elements in three-dimensions is presented. The formulation is applicable for arbitrary faceted polyhedra, provided that a scaling requirement is satisfied and the polyhedron facets are planar. A triangulation process can be applied to non-planar facets to generate an admissible geometry. The formulation adopts two separate scaled boundary coordinate systems with respect to: (i) a scaling centre located within a polyhedron and; (ii) a scaling centre on a polyhedron's facets. The polyhedron geometry is scaled with respect to both the scaling centres. Polygonal shape functions are derived using the scaled boundary finite element method on the polyhedron facets. The stiffness matrix of a polyhedron is obtained semi-analytically. Numerical integration is required only for the line elements that discretise the polyhedron boundaries. The new formulation passes the patch test. Application of the new formulation in computational solid mechanics is demonstrated using a few numerical benchmarks.
引用
收藏
页码:27 / 47
页数:21
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