Application of the finite element method in the form of a classical mixed method to the calculation of a grillage with nonlinear elastic-malleable connections
The algorithm for calculating structural-nonlinear problems of structural mechanics is considered, combining the advantages of the finite element method in the form of a classical mixed method and the method of compensating loads. A study of the efficiency of the proposed algorithm was made for calculating problems of calculating a grillage with modeling piles as nonlinear elastic-malleable connections. The iterative efficiency of the proposed algorithm is analyzed taking into account the parameters of strengthening of connections under load
Authors
- Д.Н. Кузнецов (ORCID: https://orcid.org/0000-0001-6648-1511)
- S A Kalinovsky
- O. V. Dushko (ORCID: https://orcid.org/0000-0002-3982-1899)
- M. I. Bochkov
- A. I. Cheblukova
- I. E. Sultanova
Publication Details
- Journal
- ВЕСТНИК ВОЛГОГРАДСКОГО ГОСУДАРСТВЕННОГО АРХИТЕКТУРНО-СТРОИТЕЛЬНОГО УНИВЕРСИТЕТА
- Published
- 2025-01-01
- DOI
- https://doi.org/10.35211/18154360_2025_1_135
- Primary Topic
- Geotechnical and Geomechanical Engineering
- Type
- article
- Field-Weighted Citation Impact
- 0.00