Free vibration and dynamic stability of rotating thin-walled composite beams
The dynamic stability behavior of thin-walled rotating composite beams is studied by means of the finite element method. The analysis is based on Bolotin's work on parametric instability for an axial periodic load. The influence of fiber orientation and rotating speeds on the natural frequencie...
| Autores: | , , |
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| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2011 |
| País: | Argentina |
| Institución: | Consejo Nacional de Investigaciones Científicas y Técnicas |
| Repositorio: | CONICET Digital (CONICET) |
| Idioma: | inglés |
| OAI Identifier: | oai:ri.conicet.gov.ar:11336/66913 |
| Acceso en línea: | http://hdl.handle.net/11336/66913 |
| Access Level: | acceso abierto |
| Palabra clave: | Composite Finite Elements Parametric Resonance Thin-Walled Rotating Beams https://purl.org/becyt/ford/2.1 https://purl.org/becyt/ford/2 |
| Sumario: | The dynamic stability behavior of thin-walled rotating composite beams is studied by means of the finite element method. The analysis is based on Bolotin's work on parametric instability for an axial periodic load. The influence of fiber orientation and rotating speeds on the natural frequencies and the unstable regions is studied for symmetrically balanced laminates. The regions of instability are obtained and expressed in non-dimensional terms. The "modal interchange" phenomenon arising in rotating beams is described. The dynamic stability problem is formulated by means of linearizing a geometrically nonlinear total Lagrangian finite element with seven degrees of freedom per node. This finite element formulation is based on a thin-walled beam theory that takes into account several non-classical effects such as anisotropy, shear flexibility and warping inhibition. © 2010 Elsevier Masson SAS. All rights reserved. |
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