An effective parametrization for asymptotic extrapolations

被引:18
作者
Lopez, S [1 ]
机构
[1] Univ Calabria, Dipartimento Strutture, I-87030 Arcavacata Di Rende, Italy
关键词
D O I
10.1016/S0045-7825(99)00297-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
When considering the range of validity of asymptotic expansions, the choice of the expansion parameter plays an essential role. In effect, with the exception of a posteriori adjustments of the expansion components, the definition of this parameter is the only way of improving the approximation at a finite distance from the initial point. Good parametrization equations are usually obtained by norms that involve all variables of the problem or based on the nature of the mechanical phenomena. Here this equation is constructed following the criteria of reducing the residual error and at the same time exactly reproducing solutions that admit a polynomial second degree representation. That choice is automatic in the analysis and improves the domain of accurate approximations. An appropriate predictor-corrector scheme was implemented to compare extrapolations obtained by this and several standard parametrizations. The solution scheme was used to analyse geometrically nonlinear plane Frame structures. (C) 2000 Elsevier Science S.A. All rights reserved.
引用
收藏
页码:297 / 311
页数:15
相关论文
共 23 条
[1]  
Allgower E., 1990, NUMERICAL CONTINUATI
[2]  
[Anonymous], J ENG MECH DIV
[3]  
Antman S.S., 1977, Application of Bifurcation Theory
[4]   FINITE-ELEMENT ASYMPTOTIC ANALYSIS OF SLENDER ELASTIC STRUCTURES - A SIMPLE APPROACH [J].
CASCIARO, R ;
SALERNO, G ;
LANZO, AD .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 35 (07) :1397-1426
[5]   A FAST INCREMENTAL-ITERATIVE SOLUTION PROCEDURE THAT HANDLES SNAP-THROUGH [J].
CRISFIELD, MA .
COMPUTERS & STRUCTURES, 1981, 13 (1-3) :55-62
[6]  
DADEPPO DA, 1975, T AM SOC MECH ENG, P894
[7]   ON ACCURATE DESCRIPTIONS FOR PRIMARY AND SECONDARY PATHS IN EQUILIBRIUM PROBLEMS [J].
ERIKSSON, A .
COMPUTERS & STRUCTURES, 1992, 44 (1-2) :229-242
[8]   ON IMPROVED PREDICTIONS FOR STRUCTURAL EQUILIBRIUM PATH EVALUATIONS [J].
ERIKSSON, A .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1993, 36 (02) :201-220
[9]   DERIVATIVES OF TANGENTIAL STIFFNESS MATRICES FOR EQUILIBRIUM PATH DESCRIPTIONS [J].
ERIKSSON, A .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 32 (05) :1093-1113
[10]  
GALLAGHER RH, 1974, INT C COMP METH NONL