An iterative generalized Golub-Kahan algorithm for problems in structural mechanics
Mario Arioli, Carola Kruse, Ulrich Ruede, Nicolas Tardieu

TL;DR
This paper introduces an iterative generalized Golub-Kahan algorithm tailored for saddle point systems in structural mechanics, demonstrating robust convergence and effectiveness in complex finite element models with constraints.
Contribution
It presents a systematic convergence analysis of a modified Golub-Kahan algorithm for challenging saddle point problems in structural engineering applications.
Findings
Exhibits excellent convergence with weak size dependence.
Robust performance on complex, constrained finite element models.
Effective in practical, difficult cases for iterative solvers.
Abstract
This paper studies the Craig variant of the Golub-Kahan bidiagonalization algorithm as an iterative solver for linear systems with saddle point structure. Such symmetric indefinite systems in 2x2 block form arise in many applications, but standard iterative solvers are often found to perform poorly on them and robust preconditioners may not be available. Specifically, such systems arise in structural mechanics, when a semidefinite finite element stiffness matrix is augmented with linear multi-point constraints via Lagrange multipliers. Engineers often use such multi-point constraints to introduce boundary or coupling conditions into complex finite element models. The article will present a systematic convergence study of the Golub-Kahan algorithm for a sequence of test problems of increasing complexity, including concrete structures enforced with pretension cables and the coupled finite…
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Taxonomy
TopicsAdvanced Numerical Methods in Computational Mathematics · Matrix Theory and Algorithms · Numerical methods in engineering
