MATEC Web Conf.
Volume 117, 2017RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
|Number of page(s)||6|
|Published online||24 July 2017|
Operational and Variational Formulations of Boundary Problems of Anisotropic Plate Analysis, Adapted for Application Within Discrete-Continual Methods
1 Russian Academy of Architecture and Construction Sciences ; 24-1, ul. Bolshaya Dmitrovka, Moscow, 107031, Russia
2 Scientific Research Center “StaDyO” ; office 810, ul. 3ya Yamskogo Polya, Moscow, 125040, Russia
3 Kielce University of Technology ; Al. 1000-lecia Państwa Polskiego 5, 25-541, Kielce, Poland
4 Moscow State University of Railway Engineering ; 9b9 Obrazcova Street, Moscow, 127994, Russia
5 Perm National Research Polytechnic University ; 29 Komsomolsky prospekt, Perm, Perm Krai, 614990, Russia
6 Civil Engineering Faculty, Wrocław University of Technology, Wyb. Wyspiańskiego 27, 50-370 Wrocław, Poland
* Corresponding author: firstname.lastname@example.org
This paper is devoted to operational and variational formulations  of boundary problems of anisotropic plate analysis (with the use of so-called method of extended domain ), adapted for applications within discrete-continual methods (discrete-continual finite element method (DCFEM), discrete-continual variation-difference method (DCVDM)) . Generally, the field of application of these methods, which are now becoming available for computer realization, comprises structures with regular (in particular, constant or piecewise constant) physical and geometrical parameters in some dimension. Considering problems remain continual along “basic” direction while along other directions discrete-continual methods presuppose mesh approximation.
© The Authors, published by EDP Sciences, 2017
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