Izvestiya of Saratov University.

Mathematics. Mechanics. Informatics

ISSN 1816-9791 (Print)
ISSN 2541-9005 (Online)


For citation:

Dzhabrailov A. S., Nikolaev A. P., Klochkov Y. V., Gureeva N. A., Ishchanov T. R. Nonlinear deformation of axisymmetrically loaded rotation shell based on FEM with different variants of definitional equations. Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, 2022, vol. 22, iss. 1, pp. 48-61. DOI: 10.18500/1816-9791-2022-22-1-48-61, EDN: JHCOIF

This is an open access article distributed under the terms of Creative Commons Attribution 4.0 International License (CC-BY 4.0).
Published online: 
31.03.2022
Full text:
(downloads: 1814)
Language: 
Russian
Heading: 
Article type: 
Article
UDC: 
539.3
EDN: 
JHCOIF

Nonlinear deformation of axisymmetrically loaded rotation shell based on FEM with different variants of definitional equations

Autors: 
Dzhabrailov Arsen Sh., Volgograd State Agricultural University
Nikolaev Anatoly Petrovich, Volgograd State Agricultural University
Klochkov Yuri Vasilievich, Volgograd State Agricultural University
Gureeva Natalia A., Financial University under the Government of the Russian Federation
Ishchanov Tlek R., Volgograd State Agricultural University
Abstract: 

A curvilinear finite element of the median line of an axisymmetrically loaded shell of revolution with a stiffness matrix of $8{\times} 8$ size is used when choosing nodal unknowns in the form of displacements and their first derivatives is used. The constitutive equations at the loading step are implemented in two versions. In the first version, the relations of the deformation theory of plasticity are used, which consist of expressions for the elastic and plastic parts. The relationships between strain increments and stress increments were determined by differentiating the equations used. In the second version, the hypothesis of separation of the deformation into elastic and plastic parts was not used. The constitutive equations developed by the authors are obtained on the basis of the hypothesis of the proportionality of the components of the deviators of the stress increments and the components of the deviators of the increments of deformations with the coefficient of proportionality as a function of the chord modulus of the deformation diagram. An example of calculation showing the effectiveness of the developed algorithm is presented.

Acknowledgments: 
This work was supported by the Russian Foundation for Basic Research and the Administration of the Volgograd Region (project No. 19-41-340002).
References: 
  1. Amosov A. A. Tekhnicheskaia teoriia tonkikh uprugikh obolochek [Technical Theory of Thin Elastic Shells]. Moscow, ASV, 2011. 304 p. (in Russian).
  2. Petrov V. V. Nelineinaia inkremental’naia stroitel’naia mekhanika [Nonlinear Incremental Building Mechanics]. Moscow, Infa-Inzhenerija, 2014. 480 p. (in Russian).
  3. Cohen H., De Silva C. N. Nonlinear theory of elastic surfaces. Journal of Mathematical Physics, 1966, vol. 7, iss. 2, pp. 246–253. https://doi.org/10.1063/1.1704926
  4. Kirillova I. V., Kossovich L. Y. Elliptic boundary layer in shells of revolution under normal edge shock loading. In: H. Altenbach, V. A. Eremeyev, L. A. Igumnov, eds. Multiscale Solid Mechanics. Advanced Structured Materials, vol. 141. Springer, Cham, 2021, pp. 249–260. https://doi.org/10.1007/978-3-030-54928-2_19
  5. Kabrits S. A., Mikhailovsky E. I., Tovstik P. E., Chernykh K. F., Shamina V. A. Obshchaia nelineinaia teoriia uprugikh obolochek [General Nonlinear Theory of Elastic Shells]. St. Petersburg, Izd-vo S.-Peterburgskogo universiteta, 2002. 388 p.
  6. Kayumov R. A. Postbuckling behavior of compressed rods in an elastic medium. Mechanics of Solids, 2017, vol. 52, iss. 5, pp. 575–580. https://doi.org/10.3103/S0025654417050120
  7. Badriev I. B., Paimushin V. N. Refined models of contact interaction of a thin plate with postioned on both sides deformable foundations. Lobachevskii Jurnal of Mathematics, 2017, vol. 38, iss. 5, pp. 779–793. https://doi.org/10.1134/S1995080217050055
  8. Beirao da Veiga L., Lovadina C., Mora D. A virtual element method for elastic and inelastic problems on polytope meshes. Computer Methods in Applied Mechanics and Engineering, 2015, vol. 295, pp. 327–346. https://doi.org/10.1016/j.cma.2015.07.013
  9. Aldakheel F., Hudobivnik B., Wriggers P. Virtual element formulation for phase[1]field modeling of ductile fracture. International Journal for Multiscale Computational Engineering, 2019, vol. 17, iss. 2, pp. 181–200. https://doi.org/10.1615/IntJMultCompEng. 2018026804
  10. Magisano D., Leonetti L., Garcea G. Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements. Composite Structures, 2016, vol. 154, pp. 296–308. https://doi.org/10.1016/j.compstruct.2016.07.046
  11. Lomakin E. V., Minaev N. G. Axisymmetric stress field near a circular cut in a solid with stress state dependent plastic properties. Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, 2019, vol. 19, iss. 3, pp. 317–325 (in Russian). https://doi.org/10. 18500/1816-9791-2019-19-3-317-325
  12. Karpov V. V., Ignatev O. V., Semenov A. A. The stress-strain state of ribbed shell structures. Magazine of Civil Engineering, 2017, iss. 6 (74), pp. 147–160. https://doi.org/10.18720/MCE.74.12
  13. Dzhabrailov A. Sh., Klochkov Yu. V., Marchenko S. S., Nikolaev A. P. The finite element approximation of vector fields in curvilinear coordinates. Russian Aeronautics, 2007, vol. 50, no. 2, pp. 115–120. https://doi.org/10.3103/S1068799807020018
  14. Sedov L. I. Mekhanika sploshnoi sredy [Continuum Mechanics: in 2 vols.]. Vol. 1. Moscow, Nauka, 1976. 492 p. (in Russian).
  15. Malinin N. N. Prikladnaia teoriia plastichnosti i polzuchesti [Applied Theory of Plasticity and Creep]. Moscow, Mashinostroenie, 1975. 400 p. (in Russian).
  16. Ilyushin A. A. Plastichnost’. Uprugo-plasticheskie deformatsii [Plastic. Elastic-plastic Deformation]. St. Petersburg, Lenand, 2018. 352 p. (in Russian).
  17. Klochkov Yu. V., Nikolaev A. P., Dzhabrailov A. Sh. A finite element analysis of axisymmetric loaded shells of revolution with a branching meridian under elastic-plastic deforming. Structural Mechanics of Engineering Constructions and Buildings, 2013, no. 3, pp. 50–56 (in Russian).
Received: 
15.02.2021
Accepted: 
19.07.2021
Published: 
31.03.2022