Strong form meshfree collocation method for frictional contact between a rigid pile and an elastic foundation

被引:11
作者
Almasi, Ashkan [1 ]
Kim, Tae-Yeon [2 ]
Song, Jeong-Hoon [1 ]
机构
[1] Univ Colorado, Dept Civil Environm & Architectural Engn, Boulder, CO 80309 USA
[2] Khalifa Univ Sci & Technol, Civil Infrastruct & Environm Engn, Abu Dhabi 127788, U Arab Emirates
关键词
Strong form; Meshfree; Point collocation; Frictional contact; Signorini problem; PARTICLE DIFFERENCE METHOD; KERNEL HIERARCHICAL PARTITION; STRONG DISCONTINUITY PROBLEMS; FINITE-ELEMENT SOLUTION; ISOGEOMETRIC COLLOCATION; FORMULATION; APPROXIMATION; UNITY; WEAK;
D O I
10.1007/s00366-022-01673-y
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this paper, a strong form meshfree collocation method is developed for two-dimensional single-body frictional contact problems. In this approach, a point-wise Taylor series approximation and generalized moving least squares approach is used to construct numerical differential operators at discrete points within the domain. The differential operators are then used to spatially discretize and solve the governing partial differential equations. Contact constraint conditions are formulated with the penalty approach. To demonstrate the efficiency of the method, benchmark problems in frictionless and frictional contact relevant to a rigid pile and an elastic foundation contact are provided. The numerical results are also compared with the finite element solutions to verify robustness and accuracy of the method.
引用
收藏
页码:791 / 807
页数:17
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