Development of computational schemes of group targeted connections for some elastic systems
https://doi.org/10.22227/1997-0935.2025.1.60-72
Abstract
Introduction. For some elastic systems with a finite number of degrees of freedom of masses, in which the directions of mass movement are parallel, methods of creating additional connections were developed, the introduction of each of which purposefully increases the value of only one natural frequency to a given value, while not changing any of the other natural frequencies and not one of the natural modes (forms of natural oscillations). If it is necessary to increase the values of several natural frequencies in a targeted manner, then this requirement can be implemented by creating an appropriate number of separate targeted connections. The computational scheme of each of the individual targeted connections should include racks installed at the nodes of mass application and directed along the trajectory of their movement. In some cases, individual targeted connections can be independently installed on the original (initial) system. In most cases, on the basis of individual targeted connections, a computational scheme of a united group targeted connection is developed, which increases all the intended frequencies to the set values, without changing any of the other natural frequencies and not one of the natural modes. Calculation examples are presented.
Materials and methods. Methods of targeted control of the frequency spectrum of natural oscillations of elastic systems are used in the paper. These methods, which are based on the introduction of additional connections, were proposed and developed in the works of L.S. Lyakhovich. For verification purposes, the finite element method (FEM) and the corresponding software are also used.
Results. A method of forming a matrix of additional stiffness, which corresponds to a group targeted connection is proposed. The requirements for those targeted connections, on the basis of which a group targeted connection is formed, are formulated. An algorithm for the development of a group targeted connection is proposed with allowance for the formulated requirements. Verification of the proposed algorithm for the development of a group targeted connection is done with the use of SCAD and Lira Software products.
Conclusions. The results of the work can be used by research and design organizations, as well as in higher education institutions in the preparation of special courses for construction specialties (areas of training).
Keywords
About the Authors
I. E. FaizullinRussian Federation
Irek E. Faizullin — Candidate of Economic Sciences, Associate Professor, Minister
23 Bolshaya Pirogovskaya st., Moscow, 119435
L. S. Lyakhovich
Russian Federation
Leonid S. Lyakhovich — Doctor of Technical Sciences, Professor, Professor of the Department of Structural Mechanics, Academician of the Russian Academy of Architecture and Construction Sciences (RAACS)
2, Solyanaya st., Tomsk, 634003
P. A. Akimov
Russian Federation
Pavel A. Akimov — Doctor of Technical Sciences, Professor, Professor of the Department of Applied Mathematics and Computer Sciences, Academician of the Russian Academy of Architecture and Construction Sciences (RAACS)
26 Yaroslavskoe shosse, Moscow, 129337
Z. R. Galautdinov
Russian Federation
Zaur R. Galautdinov — Candidate of Technical Sciences, Associate Professor, Head of the Department of Reinforced Concrete and Stone Structures
2, Solyanaya st., Tomsk, 634003
A. S. Plyaskin
Russian Federation
Andrey S. Plyaskin — Candidate of Technical Sciences, Head of the Department of Steel and Wooden Structures
2, Solyanaya st., Tomsk, 634003
References
1. Akimov P.A., Lyakhovich L.S. Precision control for eigen-frequency of elastic plates with finite number of mass degrees of freedom by using additional generalized connections and kinematic devices. Journal of Construction and Architecture. 2021; 23(4):57-68. DOI: 10.31675/1607-1859-2021-23-4-57-68. EDN MTJJRS. (rus.).
2. Giterman D.M., Lyakhovich L.S., Nudelman Ya.L. Algorithm for creating resonance-safe zones by imposing additional connections. Dynamics and Strength of Machines. 1984; 39:63-69. (rus.).
3. Lyahovich L.S. Special properties of optimal systems and the main directions of their implementation in the methods of structural analysis. Tomsk, Tomsk State University of Architecture and Building, 2009; 371. EDN QNOOHF. (rus.).
4. Lyakhovich L.S., Akimov P.A. About development of computational schemes of some additional constraints for elastic systems. Part 1: theoretical foundations. Industrial and Civil Engineering. 2022; 9:4-10. DOI: 10.33622/0869-7019.2022.09.04-10. EDN GPKYQS. (rus.).
5. Lyakhovich L.S., Akimov P.A., Mescheulov N.V. About development of computational schemes of some additional constraints for elastic systems. Part 2: samples of analysis. Industrial and Civil Engineering. 2022; 9:11-19. DOI: 10.33622/0869-7019.2022.09.11-19. EDN DXMYXN. (rus.).
6. Lyahovich L.S., Maletkin O.Ju. O On targeted control of natural frequencies of elastic systems. News of higher educational institutions. Construction. 1990; 1:113-117. (rus.).
7. Nudelman Ya.L., Lyakhovich L.S., Gitterman D.M. On the most flexible connections of the greatest rigidity. Questions of Applied Mechanics and Mathematics. 1981; 113-126. (rus.).
8. Akimov P.A., Lyakhovich L.S. Aimed Control of the Frequency Spectrum of Eigenvibrations of Elastic Plates with a Finite Number of Degrees of Mass Freedom by Introducing Additional Generalized Kinematic Devices. International Journal for Computational Civil and Structural Engineering. 2021; 17(4):181-187. DOI: 10.22337/2587-9618-2021-17-4-181-187
9. Lyakhovich L.S., Akimov P.A. Aimed control of the frequency spectrum of eigenvibrations of elastic plates with a finite number of degrees of freedom of masses by superimposing additional constraints. International Journal for Computational Civil and Structural Engineering. 2021; 17(2):76-82. DOI: 10.22337/2587-9618-2021-17-2-76-82
10. Lyakhovich L.S., Akimov P.A. Formation of Computational Schemes of Additional Targeted Constraints That Regulate the Frequency Spectrum of Natural Oscillations of Elastic Systems with a Finite Number of Degrees of Mass Freedom, the Directions of Movement of Which are Parallel, But Do Not Lie in the Same Plane. Part 1: Theoretical Foundations. International Journal for Computational Civil and Structural Engineering. 2022; 18(2):184-192. DOI: 10.22337/2587-9618-2022-18-2-184-192
11. Lyakhovich L.S., Akimov P.A. Formation of Computational Schemes of Additional Targeted Constraints That Regulate the Frequency Spectrum of Natural Oscillations of Elastic Systems with a Finite Number of Degrees of Mass Freedom, the Directions of Movement of Which are Parallel, But Do Not Lie in the Same Plane. Part 2: The First Sample of Analysis. International Journal for Computational Civil and Structural Engineering. 2022; 18(3):137-146. DOI: 10.22337/2587-9618-2022-18-3-137-146
12. Lyakhovich L.S., Akimov P.A., Mescheulov N.V. Formation of computational schemes of additional targeted constraints that regulate the frequency spectrum of natural oscillations of elastic systems with a finite number of degrees of mass freedom, the directions of movement of which are parallel, but do not lie in the same plane. Part 3. The second sample of analysis and conclusion. International Journal for Computational Civil and Structural Engineering. 2022; 18(4):71-81. DOI: 10.22337/2587-9618-2022-18-4-71-81
13. Liu F., Song L., Jiang M. Space-time generalized finite difference method for solving the thin elastic plate bending under dynamic loading. Engineering Analysis with Boundary Elements. 2022; 143:632-638. DOI: 10.1016/j.enganabound.2022.07.015
14. Yu Q. Wavelet-based homotopy method for analysis of nonlinear bending of variable-thickness plate on elastic foundations. Thin-Walled Structures. 2020; 157:107105. DOI: 10.1016/j.tws.2020.107105
15. Zhou Y., Huang K. Static and dynamic stabilities of modified gradient elastic Kirchhoff–Love plates. European Journal of Mechanics — A/Solids. 2024; 108:105426. DOI: 10.1016/j.euromechsol.2024.105426
16. Fialko S. Parallel finite element solver for multi-core computers with shared memory. Computers & Mathematics with Applications. 2021; 94:1-14. DOI: 10.1016/j.camwa.2021.04.013
17. Fialko S. Parallel finite element solver PARFES for the structural analysis in NUMA architecture. Advances in Engineering Software. 2022; 174:103290. DOI: 10.1016/j.advengsoft.2022.103290
18. Fialko S. Time history analysis of buildings and structures design models in SCAD software on multicore computers. ECMS 2024: Proceedings of the 38th ECMS International Conference on Modelling and Simulation. 2024; 187-193. DOI: 10.7148/2024-0187
19. Fialko S. Block Subspace Iteration Method for Structural Analysis on Multicore Computers. Annals of Computer Science and Information Systems. 2022; 30:457-465. DOI: 10.15439/2022F42
20. Fialko S.Yu., Kabantsev O.V., Perelmuter A.V. Elasto-plastic progressive collapse analysis based on the integration of the equations of motion. Magazine of Civil Engineering. 2021; 2(102). DOI: 10.34910/MCE.102.14. EDN ZVLLVV.
21. Karpilovsky V., Kriksunov E., Perelmuter A., Yurchenko V. Analysis and design of structural steel joints and connection: software implementation. International Journal for Computational Civil and Structural Engineering. 2021; 17(2):58-66. DOI: 10.22337/2587-9618-2021-17-2-57-65
22. Karpilovsky V. Finite Elements for the Analysis of Reissner-Mindlin Plates With Joint Interpolation of Displacements and Rotations (JIDR). International Journal for Computational Civil and Structural Engineering. 2021; 17(3):48-62. DOI: 10.22337/2587-9618-2021-17-3-48-62
23. Karpilovsky V.S. Finite Elements of the Plane Problem of the Theory of Elasticity with Drilling Degrees of Freedom. International Journal for Computational Civil and Structural Engineering. 2020; 16(1):48-72. DOI: 10.22337/2587-9618-2020-16-1-48-72
24. Teplikh A.V., Ozhogin R.B. New Features in SCAD Office 21.1.9.5. Industrial and Civil Engineering. 2020; 4:41-47. DOI: 10.33622/0869-7019.2020.04.41-47. EDN IWCGLR. (rus.).
25. Utkina V.N., Bezrukova E.S. Investigation of the stability of the structural system of a high-rise public building in the software complexes LIRA-CAD and STARKES. Expert: Theory and Practice. 2020; 3(6):69-73. DOI: 10.24411/2686-7818-2020-10028. EDN RPTXNF. (rus.).
Review
For citations:
Faizullin I.E., Lyakhovich L.S., Akimov P.A., Galautdinov Z.R., Plyaskin A.S. Development of computational schemes of group targeted connections for some elastic systems. Vestnik MGSU. 2025;20(1):60-72. (In Russ.) https://doi.org/10.22227/1997-0935.2025.1.60-72