A parallel mixed time integration algorithm for nonlinear dynamic analysis

被引:11
作者
Rao, ARM [1 ]
机构
[1] TTTI, Struct Engn Res Ctr, Madras 600113, Tamil Nadu, India
关键词
parallel processing; nonlinear dynamics; newmark algorithm; central difference algorithm; mixed time integration; domain decomposition; Message Passing Interface;
D O I
10.1016/S0965-9978(02)00021-2
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a parallel mixed time integration algorithm formulated by synthesising the implicit and explicit time integration techniques. The proposed algorithm is an extension of the mixed time integration algorithms [Comput. Meth. Appl. Mech. Engng 17/18 (1979) 259; Int. J. Numer. Meth. Engng 12 (1978) 1575] being successfully employed for solving media-structure interaction problems. The parallel algorithm for nonlinear dynamic response of structures employing mixed time integration technique has been devised within the broad framework of domain decomposition. Concurrency is introduced into this algorithm, by integrating interface nodes with explicit time integration technique and later solving the local submeshes with implicit algorithm. A flexible parallel data structure has been devised to implement the parallel mixed time integration algorithm. Parallel finite element code has been developed using portable Message Passing Interface software development environment. Numerical studies have been conducted on PARAM-10000 (Indian parallel supercomputer) to test the accuracy and also the performance of the proposed algorithm. Numerical studies indicate that the proposed algorithm is highly adaptive for parallel processing. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:261 / 271
页数:11
相关论文
共 16 条
[1]  
[Anonymous], J ENG MECH DIV, DOI DOI 10.1061/JMCEA3.0000098
[2]   STABILITY OF EXPLICIT-IMPLICIT MESH PARTITIONS IN TIME INTEGRATION [J].
BELYTSCHKO, T ;
MULLEN, R .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1978, 12 (10) :1575-1586
[3]  
BELYTSCHKO T, 1979, J COMPUTER METHODS A, V17, P259
[4]  
Bennighof J. K., 1991, Computing Systems in Engineering, V2, P217, DOI 10.1016/0956-0521(91)90022-W
[5]   PARALLEL TRANSIENT ALGORITHM WITH MULTISTEP SUBSTRUCTURE COMPUTATION [J].
BENNIGHOF, JK ;
WU, JY .
AIAA JOURNAL, 1991, 29 (06) :984-991
[6]   STRUCTURAL DYNAMICS METHODS FOR CONCURRENT PROCESSING COMPUTERS [J].
CHIANG, KN ;
FULTON, RE .
COMPUTERS & STRUCTURES, 1990, 36 (06) :1031-1037
[7]   Nonlinear dynamic finite element analysis on parallel computers using FORTRAN 90 and MPI [J].
Danielson, KT ;
Namburu, RR .
ADVANCES IN ENGINEERING SOFTWARE, 1998, 29 (3-6) :179-186
[8]  
Gropp W. D., 1994, Using MPI-Portable Parallel Programming with the Message -Parsing Interface
[9]   PARALLEL PROCESSING FOR TRANSIENT NONLINEAR STRUCTURAL DYNAMICS OF 3-DIMENSIONAL FRAMED STRUCTURES USING DOMAIN DECOMPOSITION [J].
HAJJAR, JF ;
ABEL, JF .
COMPUTERS & STRUCTURES, 1988, 30 (06) :1237-1254
[10]   NON-LINEAR FINITE-ELEMENT ANALYSIS OF SHELLS .1. 3-DIMENSIONAL SHELLS [J].
HUGHES, TJR ;
LIU, WK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 26 (03) :331-362