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IssuesArchive of Issues2018-4pp.411-417

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V.N. Bakulin, "Block Based Finite Element Model for Layer Analysis of Stress Strain State of Three-Layered Shells with Irregular Structure," Mech. Solids. 53 (4), 411-417 (2018)
Year 2018 Volume 53 Number 4 Pages 411-417
DOI 10.3103/S0025654418040064
Title Block Based Finite Element Model for Layer Analysis of Stress Strain State of Three-Layered Shells with Irregular Structure
Author(s) V.N. Bakulin (Institute of Applied Mechanics of the Russian Academy of Sciences, Leningradskii pr. 7, Moscow, 125040 Russia, vbak@yandex.ru)
Abstract A block based finite element approach is proposed for layer-by-layer analysis of the stress strain state (SSS) of three-layer shells with an irregular structure. The shell aggregate can be modeled by the required number of finite elements over its thickness, which allows to take into account the change in the geometric and physico-mechanical properties of the material and the SSS parameters in all three coordinates to which the shell is related. According to the developed algorithm for constructing the finite elements (FE) of the aggregate, the inner and outer surfaces of the shell are accepted as datum surfaces and in the aggregate elements joined to the bearing layers, the same number of nodes is accepted as in the elements of the bearing layers. The same generalized displacements and approximations as for the elements of the bearing layers are taken as the nodal unknowns and the approximating functions of the aggregate, which allows to avoid errors caused by the breakdown of the generalized displacements on the interfaces between the layers.

The algorithm for constructing a block-based finite element model for the layer-by-layer SSS analysis is considered using the example of irregular three-layer conical shells with moment-carrying layers and three-dimensional aggregate.

As an example, the problem of the stressed state of a three-layer conical shell with a cut-out and a hatch closed with a lid was solved.
Keywords three-layer shells with irregular structure, aggregate, carrier layers, block finite element model for layer-by-layer analysis, shell with a cutout, stress-strain state
References
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17.  V.N. Bakulin and A.A. Rassoha, The Finite Element Method and Holographic Interferometry in the Mechanics of Composites (Mashinostroenie, Moscow, 1987) [in Russian].
18.  R.B. Rickards, The Finite Element Method in the Theory of Shells and Plates (Zinatne, Riga, 1988) [in Russian].
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24.  V.N. Bakulin, "Testing a Finite Element Model Designed to Study the Stress Strain State of Layered Irregular Shells," Mat. Model. 21 (8), 121-128 (2009).
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29.  V.N. Bakulin and V.V. Repinsky, "Finite-Element Models of Deformation of Single-Layer and Three-Layer Conical Shells," Mat. Model. 13 (6), 39-46 (2001).
30.  V.N. Bakulin, "The Refined Model for Calculating the Stress Strain State of Three-Layer Conical Shells of Revolution," Vest. Mosk. Aviats. Inst. 18 (2), 211-218 (2011).
31.  A.M. Matveenko and B.V. Nerubaylo, "Questions of Strength, Stability and Reliability of Structures," Ed. by A.M. Matveenko (MAI, Moscow, 2013) [in Russian].
32.  V.N. Bakulin and V.V. Repinsky, "Calculation of Conical Shells Under Local Loads by Finite Element Method," in Proceedings of the XIX International Conference on Computational Mechanics and Modern Applied Software Systems, May 25-31, 2010, Alushta (MAI, Moscow, 2015), pp. 206-208 [in Russian].
Received 22 January 2018
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