Robust Iterative Solvers for Gao Type Nonlinear Beam Models in Elasticity

Author:

Borsos Benjámin1,Karátson János2

Affiliation:

1. Department of Analysis , Technical University , Budapest , Hungary

2. Department of Applied Analysis & MTA-ELTE Numerical Analysis and Large Networks Research Group , ELTE University ; and Department of Analysis, Technical University , Budapest , Hungary

Abstract

Abstract The goal of this paper is to present various types of iterative solvers: gradient iteration, Newton’s method and a quasi-Newton method, for the finite element solution of elliptic problems arising in Gao type beam models (a geometrical type of nonlinearity, with respect to the Euler–Bernoulli hypothesis). Robust behaviour, i.e., convergence independently of the mesh parameters, is proved for these methods, and they are also tested with numerical experiments.

Publisher

Walter de Gruyter GmbH

Subject

Applied Mathematics,Computational Mathematics,Numerical Analysis

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Quasi‐Newton variable preconditioning for nonlinear elasticity systems in 3D;Numerical Linear Algebra with Applications;2023-10-23

2. Post-Buckling Solutions for the Gao Beam;Quarterly Journal of Mechanics and Applied Mathematics;2023-08-01

3. Quasi-Newton Iterative Solution of Non-Orthotropic Elliptic Problems in 3D with Boundary Nonlinearity;Computational Methods in Applied Mathematics;2022-02-26

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