Efficiency of dynamic relaxation methods in nonlinear analysis of truss and frame structures

被引:33
作者
Rezaiee-Pajand, M. [1 ]
Sarafrazi, S. R. [2 ]
Rezaiee, H. [1 ]
机构
[1] Ferdowsi Univ Mashhad, Dept Civil Engn, Mashhad, Iran
[2] Birjand Univ, Dept Civil Engn, Birjand, Iran
关键词
Dynamic relaxation; Efficiency; Convergence rate; Nonlinear analysis; Frame and truss;
D O I
10.1016/j.compstruc.2012.08.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Twelve new and well known dynamic relaxation methods are considered. Several benchmark frame and truss structures, with geometric nonlinear behavior, are solved by these schemes. Based on the total number of iterations and overall analysis duration, the studied techniques are graded. In this way, the efficiencies of the solvers are found and these algorithms are sorted in terms of their abilities. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:295 / 310
页数:16
相关论文
共 28 条
[1]  
Alamatian J., 2007, THESIS FERDOWSI U MA
[2]  
Alamatian J, 2002, THESIS FERDOWSI U MA
[3]   AN IMPROVED DYNAMIC RELAXATION METHOD FOR THE ANALYSIS OF PLATE BENDING PROBLEMS [J].
ALSHAWI, FAN ;
MARDIROSIAN, AH .
COMPUTERS & STRUCTURES, 1987, 27 (02) :237-240
[4]  
Bunce J. W., 1972, International Journal for Numerical Methods in Engineering, V4, P301, DOI 10.1002/nme.1620040214
[5]   FURTHER DEVELOPMENT OF THE REDUCED BASIS METHOD FOR GEOMETRIC NONLINEAR-ANALYSIS [J].
CHAN, ASL ;
LAU, TB .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1987, 62 (02) :127-144
[6]  
Cundall P.A., 1976, Proc. 2nd Int. Conference on Numer. Methods in Geomech, P132
[7]  
Day A, 1965, ENGINEER-LONDON, V219, P218
[8]  
Frankel S. P., 1950, Mathematics of Computation, V4, P65, DOI DOI 10.1090/S0025-5718-1950-0046149-3
[9]  
Golmakani ME, 2010, COMPOS STRUCT
[10]   A new fictitious time for the dynamic relaxation (DXDR) method [J].
Kadkhodayan, A. ;
Alamatian, J. ;
Turvey, G. J. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2008, 74 (06) :996-1018