
Modification of the algorithm for calculating structurally nonlinear systems with one-sided connections by the finite element method in classical mixed form
Author(s) -
V. V. Gilka,
A. S. Kuznetsova,
Artem V Chumakov,
E A Glebova,
Y. S. Kachanov
Publication year - 2021
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1801/1/012022
Subject(s) - finite element method , element (criminal law) , nonlinear system , structural engineering , algorithm , span (engineering) , computer science , mathematics , algebra over a field , engineering , pure mathematics , physics , quantum mechanics , political science , law
The problem of calculating systems with one-sided connections is a rather complicated one and a lot of attention and interest has been paid to it. The theory of calculating structures with one-sided elastic and inelastic bonds is connected with general problems of calculating beams, frames, plates contacting with one-sided bases of different types, with calculating span structures, bridges, tunnels and underground structures.