Vibration and Static Buckling of Rotating BDFGP Microbeams Resting on Variable Elastic Foundations
Publication: Journal of Aerospace Engineering
Volume 36, Issue 5
Abstract
For the first time, a two-node beam element with nine degrees of freedom (DOFs) was developed in this paper using a combination of modified couple stress and th-order shear deformation beam theory to analyze the free vibration and static buckling responses of rotating bidirectional functionally graded porous (BDFGP) microbeams resting on variable elastic foundations, in which the whole structure was exposed to a magnetic field in the hygrothermal condition. The mechanical properties and the length-scale parameters varied in both the thickness and length directions, which in the novel porosity model and power-law indexes of the material were considered to be a function of the - and -coordinates. The present method’s accuracy was determined by comparing it with published findings. Additionally, extensive research was conducted to evaluate the effect of various parameters on the mechanical responses of the rotating BDFGP microbeam. The numerical results showed that porosity coefficient, elastic foundation parameters, and hygrothermal environment all significantly affect the rotating BDFGP microbeam’s free vibration and static buckling behavior.
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Data Availability Statement
All data used to support the findings of this study are included in the published paper.
Acknowledgments
This work was supported by the Thuyloi University Foundation for Science and Technology Development [Grant No. 341(989)/QD-DHTL].
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Journal of Aerospace Engineering
Volume 36 • Issue 5 • September 2023
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© 2023 American Society of Civil Engineers.
History
Received: Sep 10, 2022
Accepted: Mar 31, 2023
Published online: Jun 27, 2023
Published in print: Sep 1, 2023
Discussion open until: Nov 27, 2023
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