A contact method for B-spline material point method with application in impact and penetration problems

被引:5
|
作者
Li, Lehui [1 ]
Lian, Yanping [1 ,2 ]
Li, Ming-Jian [1 ,2 ]
Gao, Ruxin [1 ,2 ]
Gan, Yong [3 ]
机构
[1] Beijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R China
[2] Beijing Key Lab Lightweight Multifunct Composite M, Beijing 100081, Peoples R China
[3] Zhejiang Univ, Engn, Hangzhou 310027, Peoples R China
基金
中国国家自然科学基金;
关键词
Material point method; B-splines; Contact method; Impact and penetration problem; Extreme deformation; FINITE-ELEMENT-METHOD; HIGH-VELOCITY IMPACT; FREE GALERKIN METHOD; DEFORMATION; PERFORATION; SIMULATION; ALGORITHM; GRADIENT; SPH; MPM;
D O I
10.1007/s00466-023-02414-8
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A novel contact algorithm for the B-spline material point method (referred to as cBSMPM) is proposed to address impact and penetration problems. The proposed contact algorithm is based on the Lagrangian multiplier method and enables the cBSMPM to accurately predict the contact, friction, and separation of two continuum bodies, where the numerical results are free from the cell-crossing noise of particles presented in the conventional MPM. In cBSMPM, the contact algorithm is implemented on the computational background grid built from the control points associated with the knot vectors of the B-splines. Correspondingly, a comprehensive criterion, including the nodal momentum condition and the physical distance between the bodies, is introduced to detect the contact event accurately. The Greville abscissa is utilized to determine the coordinates of computational grid nodes, facilitating the calculation of the actual distance between the approaching bodies. A comprehensive set of numerical examples is presented, and the numerical results from the proposed method agree well with the analytical solution and the experimental data documented in the literature, where the effectiveness of the proposed criterion is demonstrated in avoiding spurious contact and the corresponding stress oscillations. Moreover, it is demonstrated that increasing the B-spline basis function order can improve solution accuracy in terms of smooth stress/pressure field for impact and penetration problems.
引用
收藏
页码:1351 / 1369
页数:19
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