Improvement of reduction method combined with sub-domain scheme in large-scale problem

被引:0
作者
Kim, Hyungi [1 ]
Cho, Maenghyo [1 ]
机构
[1] Seoul Natl Univ, Sch Mech & Aerosp Engn, Seoul 151742, South Korea
关键词
two-level condensation scheme; sub-domain method; reduction method;
D O I
10.1002/nme.1868
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
For a few decades, various approximate techniques have been developed to calculate the eigenvalues in a reduced manner. In order to construct reliable reduced systems it is essential to select the proper primary degrees of freedom (PDOFs). Unless the PDOFs are selected properly, the selection of PDOFs might be localized and the eigenvalue prediction might emphasize excessively the lower modes or lose the important modes. Moreover, sometimes, it takes considerable amount of computing time to construct a reduced system in large-scale problem. These troubles in constructing reduced system can be avoided by applying reduction scheme in sub-domain level. After dividing global system into a number of subdomains, reduced system which has only the PDOFs is constructed in each sub-domain. This paper presents new algorithms to construct efficient reduction system through three different schemes. They are version 1, version 2 and version 3 systems. The version 3 system is constructed by combining the advantages of the version I and the version 2 systems. Numerical examples demonstrate that the proposed version 3 method saves computational cost effectively and provides a reduced system which can predict accurate eigenvalues of global system. Copyright (c) 2006 John Wiley & Sons, Ltd.
引用
收藏
页码:206 / 251
页数:46
相关论文
共 48 条
[1]   A COUPLED ANALYSIS METHOD FOR STRUCTURES WITH INDEPENDENTLY MODELED FINITE-ELEMENT SUBDOMAINS [J].
AMINPOUR, MA ;
RANSOM, JB ;
MCCLEARY, SL .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (21) :3695-3718
[2]   AN ASSUMED-STRESS HYBRID 4-NODE SHELL ELEMENT WITH DRILLING DEGREES OF FREEDOM [J].
AMINPOUR, MA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 33 (01) :19-38
[3]  
BAUCHAU OA, 1999, STRUCT DYN MAT C ST
[4]   Substructuring by a two level dynamic condensation method [J].
Bouhaddi, N ;
Fillod, R .
COMPUTERS & STRUCTURES, 1996, 60 (03) :403-409
[5]   A METHOD FOR SELECTING MASTER DOF IN DYNAMIC SUBSTRUCTURING USING THE GUYAN CONDENSATION METHOD [J].
BOUHADDI, N ;
FILLOD, R .
COMPUTERS & STRUCTURES, 1992, 45 (5-6) :941-946
[6]   Element-based node selection method for reduction of Eigenvalue problems [J].
Cho, M ;
Kim, H .
AIAA JOURNAL, 2004, 42 (08) :1677-1684
[7]   A coupled finite element analysis of independently modeled substructures by penalty frame method [J].
Cho, M ;
Kim, WB .
KSME INTERNATIONAL JOURNAL, 2002, 16 (10) :1201-1210
[8]   COUPLING OF SUBSTRUCTURES FOR DYNAMIC ANALYSES [J].
CRAIG, RR ;
BAMPTON, MCC .
AIAA JOURNAL, 1968, 6 (07) :1313-&
[9]  
Dohrmann CR, 2000, INT J NUMER METH ENG, V47, P1057, DOI 10.1002/(SICI)1097-0207(20000220)47:5<1057::AID-NME821>3.0.CO
[10]  
2-G