Numerical continuation methods: an introduction
Numerical continuation methods: an introduction
Non-Linear Finite Element Analysis of Solids and Structures: Essentials
Non-Linear Finite Element Analysis of Solids and Structures: Essentials
Non-Linear Finite Element Analysis of Solids and Structures: Advanced Topics
Non-Linear Finite Element Analysis of Solids and Structures: Advanced Topics
High-order prediction-correction algorithms for unilateral contact problems
Journal of Computational and Applied Mathematics - Special issue: Selected papers from the 2nd international conference on advanced computational methods in engineering (ACOMEN2002) Liege University, Belgium, 27-31 May 2002
Journal of Computational Physics
Automatic detection and branch switching methods for steady bifurcation in fluid mechanics
Journal of Computational Physics
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High-order iterative algorithms have been proposed recently (Commun. Numer. Methods Eng. 15 (1999) 701; Comput. Methods Appl. Mech. Eng. 190 (2000) 1845-1858). This technique relies on a homotopy transformation and on calculations of series and of Padé approximants. So one can define a high-order Newton algorithm that is efficient, robust and that often converges after a single iteration. Other algorithms denoted as L algorithms do not require any triangulation of a large matrix, but they are not as efficient as the previous one. In this paper, a reduced basis technique is used to improve the latter method, that is a sort of Newton method on the reduced subspace and a sort of L algorithm on the whole space. This new method is evaluated in the finite element analysis of thin shell buckling. So new efficient predictor-correctors are introduced that do not require any matrix triangulation in the correction phase.