A Unified Library of Nonlinear Solution Schemes

被引:63
作者
Leon, Sofie E. [1 ]
Paulino, Glaucio H. [1 ]
Pereira, Anderson [2 ]
Menezes, Ivan F. M. [2 ]
Lages, Eduardo N. [3 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[2] Pontifical Catholic Univ Rio de Janeiro, Grp Technol Comp Graph, Tecgraf, BR-22451 Rio De Janeiro, Brazil
[3] Univ Fed Alagoas, Ctr Technol, BR-57072 Maceio, Alagoas, Brazil
基金
美国国家科学基金会;
关键词
HOMOTOPY PERTURBATION METHOD; RECYCLING KRYLOV SUBSPACES; LARGE DEFORMATION PROBLEMS; ARC-LENGTH METHOD; NEWTONS METHOD; ITERATIVE METHODS; POSTBUCKLING RESPONSE; SOLUTION ALGORITHMS; ASYMPTOTIC METHODS; SOLVE SYSTEMS;
D O I
10.1115/1.4006992
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Nonlinear problems are prevalent in structural and continuum mechanics, and there is high demand for computational tools to solve these problems. Despite efforts to develop efficient and effective algorithms, one single algorithm may not be capable of solving any and all nonlinear problems. A brief review of recent nonlinear solution techniques is first presented. Emphasis, however, is placed on the review of load, displacement, arc length, work, generalized displacement, and orthogonal residual control algorithms, which are unified into a single framework. Each of these solution schemes differs in the use of a constraint equation for the incremental-iterative procedure. The governing finite element equations and constraint equation for each solution scheme are combined into a single matrix equation, which characterizes the unified approach. This conceptual model leads naturally to an effective object-oriented implementation. Within the unified framework, the strengths and weaknesses of the various solution schemes are examined through numerical examples. [DOI: 10.1115/1.4006992]
引用
收藏
页数:26
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