Journal article 461 views
Nonconservative Stability Analysis of Columns with Various Loads and Boundary Conditions
S. Ahmad Fazelzadeh,
Mohammad Tashakorian,
Esmaeal Ghavanloo,
Michael Friswell,
Mohammadreza Amoozgar
AIAA Journal, Volume: 57, Issue: 10, Pages: 4269 - 4277
Swansea University Author: Michael Friswell
Full text not available from this repository: check for access using links below.
DOI (Published version): 10.2514/1.j057501
Abstract
In this paper, the stability analysis of the elastic columns subjected to seven different types of the nonconservative force is investigated on the basis of fully intrinsic beam equations. The generalized differential quadrature method is used for the discretization of the first-order intrinsic equa...
Published in: | AIAA Journal |
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ISSN: | 0001-1452 1533-385X |
Published: |
American Institute of Aeronautics and Astronautics (AIAA)
2019
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Online Access: |
Check full text
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URI: | https://cronfa.swan.ac.uk/Record/cronfa53416 |
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Abstract: |
In this paper, the stability analysis of the elastic columns subjected to seven different types of the nonconservative force is investigated on the basis of fully intrinsic beam equations. The generalized differential quadrature method is used for the discretization of the first-order intrinsic equations and corresponding boundary conditions. Altogether, four important boundary conditions—simply supported, clamped-simply supported, clamped-free, and clamped-clamped conditions—are considered. Furthermore, the effect of the combined action of an end-concentrated force and a distributed tangential follower force is investigated. To confirm the validity of the proposed intrinsic formulations, the present results are compared with those obtained from classical formulations. Our results reveal that the fully intrinsic formulation is a suitable framework to model nonconservative problems. |
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College: |
Faculty of Science and Engineering |
Issue: |
10 |
Start Page: |
4269 |
End Page: |
4277 |