On stability and reflection-transmission analysis of the bipenalty method in contact-impact problems: A one-dimensional, homogeneous case study

被引:9
作者
Kopacka, Jan [1 ]
Tkachuk, Anton [2 ]
Gabriel, Dusan [1 ]
Kolman, Radek [1 ]
Bischoff, Manfred [2 ]
Plesek, Jiri [1 ]
机构
[1] Czech Acad Sci, Inst Thermomech, Dolejskova 5, Prague 18200, Czech Republic
[2] Univ Stuttgart, Inst Struct Mech, Pfaffenwaldring 7, D-70550 Stuttgart, Germany
关键词
bipenalty method; explicit time integration; finite element method; penalty method; reflection-transmission analysis; stability analysis; CONSTRAINT STABILIZATION METHOD; DOMAIN COMPUTATIONAL DYNAMICS; ALGEBRAIC SYSTEMS; PENALTY; FORMULATION; INTEGRATION; ALGORITHM;
D O I
10.1002/nme.5712
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The stability and reflection-transmission properties of the bipenalty method are studied in application to explicit finite element analysis of one-dimensional contact-impact problems. It is known that the standard penalty method, where an additional stiffness term corresponding to contact boundary conditions is applied, attacks the stability limit of finite element model. Generally, the critical time step size rapidly decreases with increasing penalty stiffness. Recent comprehensive studies have shown that the so-called bipenalty technique, using mass penalty together with standard stiffness penalty, preserves the critical time step size associated to contact-free bodies. In this paper, the influence of the penalty ratio (ratio of stiffness and mass penalty parameters) on stability and reflection-transmission properties in one-dimensional contact-impact problems using the same material and mesh size for both domains is studied. The paper closes with numerical examples, which demonstrate the stability and reflection-transmission behavior of the bipenalty method in one-dimensional contact-impact and wave propagation problems of homogeneous materials.
引用
收藏
页码:1607 / 1629
页数:23
相关论文
共 25 条
[1]   STABILITY OF COMPUTATIONAL METHODS FOR CONSTRAINED DYNAMICS SYSTEMS [J].
ASCHER, UM ;
PETZOLD, LR .
SIAM JOURNAL ON SCIENTIFIC COMPUTING, 1993, 14 (01) :95-120
[2]   Bipenalty method for time domain computational dynamics [J].
Askes, Harm ;
Carames-Saddler, Miguel ;
Rodriguez-Ferran, Antonio .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2010, 466 (2117) :1389-1408
[3]  
Baumgarte J., 1972, Computer Methods in Applied Mechanics and Engineering, V1, P1, DOI 10.1016/0045-7825(72)90018-7
[4]   CONTACT-IMPACT BY THE PINBALL ALGORITHM WITH PENALTY AND LAGRANGIAN-METHODS [J].
BELYTSCHKO, T ;
NEAL, MO .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 31 (03) :547-572
[5]  
Belytschko T., 2014, NONLINEAR FINITE ELE
[6]   LAGRANGE CONSTRAINTS FOR TRANSIENT FINITE-ELEMENT SURFACE-CONTACT [J].
CARPENTER, NJ ;
TAYLOR, RL ;
KATONA, MG .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 32 (01) :103-128
[7]   Stability analysis of Baumgarte constraint stabilization technique in multibody dynamic systems [J].
Chiou, JC ;
Yang, JY ;
Wu, SD .
JOURNAL OF GUIDANCE CONTROL AND DYNAMICS, 1999, 22 (01) :160-162
[8]  
Cohen G., 2013, Higher-order numerical methods for transient wave equations
[9]  
de la Fuente H.M., 1991, FINITE ELEM ANAL DES, V9, P177, DOI [10.1016/0168-874x(91)90031-s, DOI 10.1016/0168-874X(91)90031-S]
[10]   A SURVEY OF DIRECT TIME-INTEGRATION METHODS IN COMPUTATIONAL STRUCTURAL DYNAMICS .1. EXPLICIT METHODS [J].
DOKAINISH, MA ;
SUBBARAJ, K .
COMPUTERS & STRUCTURES, 1989, 32 (06) :1371-1386