The Simplest Transformation Model of Deformation of a Strip Fixed on a Double-Sided Support Element via Elastic Interlayers
An extremely simplified transformation model of dynamic deformatio of a strip consisting of two sections along its length is constructed. It is based on the classical geometrically nonlinear Kirchhoff–Love rod model on the loose section, and the fixed section of finite length is considered to be att...
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| Published in | Russian mathematics Vol. 68; no. 10; pp. 85 - 91 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Moscow
Pleiades Publishing
01.10.2024
Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1066-369X 1934-810X |
| DOI | 10.3103/S1066369X2470083X |
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| Abstract | An extremely simplified transformation model of dynamic deformatio of a strip consisting of two sections along its length is constructed. It is based on the classical geometrically nonlinear Kirchhoff–Love rod model on the loose section, and the fixed section of finite length is considered to be attached to the rigid and fixed support element via elastic layers. On the fixed section, the deflections of the rod and interlayers are considered zero, and for displacements in the axial direction over the thicknesses of the rod and interlayers, approximations are adopted according to the Timoshenko shear model subject to the continuity conditions at the points of their junction with each other and immobility at the points of attachment of the interlayers to the support element. The conditions for the kinematic coupling of the unfixed and fixed sections of the rod are formulated, and, based on them, using the d’Alembert–Lagrange variational princinple, the corresponding equations of motion and boundary conditions, as well as the static conditions for coupling the sections, are derived for the sections under consideration. |
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| AbstractList | An extremely simplified transformation model of dynamic deformatio of a strip consisting of two sections along its length is constructed. It is based on the classical geometrically nonlinear Kirchhoff–Love rod model on the loose section, and the fixed section of finite length is considered to be attached to the rigid and fixed support element via elastic layers. On the fixed section, the deflections of the rod and interlayers are considered zero, and for displacements in the axial direction over the thicknesses of the rod and interlayers, approximations are adopted according to the Timoshenko shear model subject to the continuity conditions at the points of their junction with each other and immobility at the points of attachment of the interlayers to the support element. The conditions for the kinematic coupling of the unfixed and fixed sections of the rod are formulated, and, based on them, using the d’Alembert–Lagrange variational princinple, the corresponding equations of motion and boundary conditions, as well as the static conditions for coupling the sections, are derived for the sections under consideration. |
| Author | Paimushin, V. N. Shishkin, V. M. |
| Author_xml | – sequence: 1 givenname: V. N. surname: Paimushin fullname: Paimushin, V. N. email: vpajmushin@mail.ru organization: Kazan National Research Technical University – sequence: 2 givenname: V. M. surname: Shishkin fullname: Shishkin, V. M. email: vshishkin1951@mail.ru organization: Vyatka State University |
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| Cites_doi | 10.1134/s0021894424010176 10.1007/s11029-020-09895-1 10.1134/s0021894421020073 10.1115/1.2897253 10.1002/zamm.202300214 10.1134/s0021894423020153 10.1115/1.2930260 10.1007/s11029-020-09880-8 10.1134/s0021894417060177 10.1016/j.jsv.2012.05.026 10.1016/j.apm.2024.01.031 10.1134/s0021894416040167 |
| ContentType | Journal Article |
| Copyright | Allerton Press, Inc. 2024 ISSN 1066-369X, Russian Mathematics, 2024, Vol. 68, No. 10, pp. 85–91. © Allerton Press, Inc., 2024.Russian Text © The Author(s), 2024, published in Izvestiya Vysshikh Uchebnykh Zavedenii. Matematika, 2024, No. 10, pp. 98–106. Allerton Press, Inc. 2024. |
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| Keywords | equations of motion geometric nonlinearity Timoshenko model unfixed and fixed sections strip-shaped rod kinematic and static conditions for the coupling of sections |
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| References | V. N. Paimushin (10435_CR9) 2024; 65 E. Yu. Krylova (10435_CR3) 2016; 57 A. P. Yankovskii (10435_CR12) 2020; 56 S. D. Algazin (10435_CR1) 2021; 62 M. Tüfekci (10435_CR4) 2024; 128 A. F. A. Algarray (10435_CR2) 2017; 58 A. P. Yankovskii (10435_CR11) 2020; 56 K. Asadi (10435_CR6) 2012; 331 A. A. Ferri (10435_CR7) 1992; 114 H. T. Banks (10435_CR5) 1991; 58 V. N. Paimushin (10435_CR8) 2023; 64 10435_CR10 |
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| SubjectTerms | Accuracy Approximation Boundary conditions Composite materials Coupling Elastic deformation Elastic layers Equations of motion Flexibility Interlayers Kinematics Mathematical models Mathematics Mathematics and Statistics Strip |
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| Title | The Simplest Transformation Model of Deformation of a Strip Fixed on a Double-Sided Support Element via Elastic Interlayers |
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