A new formulation for fictitious mass of the Dynamic Relaxation method with kinetic damping

被引:50
作者
Alamatian, J. [1 ]
机构
[1] Islamic Azad Univ, Mashhad Branch, Dept Civil Engn, Mashhad, Iran
关键词
Dynamic Relaxation; Kinetic damping; Fictitious mass; LARGE DEFLECTION ANALYSIS; NONLINEAR-ANALYSIS; TENSEGRITY STRUCTURES; POSTBUCKLING ANALYSIS; TRUSS STRUCTURES; SECTOR PLATES; DXDR METHOD; FORM; MEMBRANES; ELEMENT;
D O I
10.1016/j.compstruc.2011.10.010
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper deals with the stability and convergence rate of the kinetic damping process in Dynamic Relaxation (DR) method. Based on running an incremental analysis, a new relationship is presented for fictitious mass of the kinetic DR algorithm. This formulation is also combined with a transformational form of the Gerschgorin circles theory, proposed here. For numerical verification, some structures from the finite element models are analyzed statically and dynamically and results are compared with the well-known viscous and kinetic DR algorithms. These examples clearly show that the proposed fictitious mass considerably increases the convergence rate of the kinetic DR iterations. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:42 / 54
页数:13
相关论文
共 55 条
[41]   Automatic DR Structural Analysis of Snap-Through and Snap-Back Using Optimized Load Increments [J].
Rezaiee-Pajand, M. ;
Alamatian, J. .
JOURNAL OF STRUCTURAL ENGINEERING, 2011, 137 (01) :109-116
[42]   The dynamic relaxation method using new formulation for fictitious mass and damping [J].
Rezaiee-pajand, M. ;
Alamatian, J. .
STRUCTURAL ENGINEERING AND MECHANICS, 2010, 34 (01) :109-+
[43]   Dynamic relaxation large deflection analysis of non-axisymmetric circular viscoelastic plates [J].
Salehi, M ;
Aghaei, H .
COMPUTERS & STRUCTURES, 2005, 83 (23-24) :1878-1890
[44]   Elastic linear and non-linear analysis of fiber-reinforced symmetrically laminated sector Mindlin plate [J].
Salehi, M ;
Sobhani, AR .
COMPOSITE STRUCTURES, 2004, 65 (01) :65-79
[45]  
Shawi FAN, 1987, COMPUT STRUCT, V27, P237
[46]   ELASTIC PLASTIC LARGE DEFLECTION ANALYSIS OF AXISYMMETRIC SHELLS [J].
TENG, JG ;
ROTTER, JM .
COMPUTERS & STRUCTURES, 1989, 31 (02) :211-233
[47]  
Topping B.H.V., 2007, COMPUT AIDED DESIGN, P39
[48]  
TOPPING BHV, 1994, INT J COMPUT AIDED E, V11, P513
[49]   The effect of aspect ratio on the elastoplastic response of stiffened plates loaded in uniaxial edge compression [J].
Toulios, M ;
Caridis, PA .
COMPUTERS & STRUCTURES, 2002, 80 (14-15) :1317-1328
[50]   Annular sector plates: Comparison of full-section and layer yield predictions [J].
Turvey, GJ ;
Salehi, M .
COMPUTERS & STRUCTURES, 2005, 83 (28-30) :2431-2441