Lateral Stability of Imperfect Discretely Braced Steel Beams
Publication: Journal of Engineering Mechanics
Volume 139, Issue 10
Abstract
The lateral stability of imperfect discretely braced steel beams is analyzed using Rayleigh-Ritz approximations for the lateral deflection and the angle of twist. Initially, it is assumed that these degrees of freedom can be represented by functions comprising only single harmonics; this is then compared with the more accurate representation of the displacement functions by full Fourier series. It is confirmed by linear eigenvalue analysis that the beam can realistically buckle into two separate classes of modes: a finite number of node-displacing modes, equal to the number of restraints provided, and an infinite number of single harmonic buckling modes, where the restraint nodes remain undeflected. Closed-form analytical relations are derived for the elastic critical moment of the beam, the forces induced in the restraints, and the minimum stiffness required to enforce the first internodal buckling mode. The position of the restraint above or below the shear center is shown to influence the overall buckling behavior of the beam. The analytical results for the critical moment of the beam are validated by the finite-element program LTBeam, whereas the results for the deflected shape of the beam are validated by the numerical continuation software AUTO-07p, with very close agreement between the analytical and the numerical results.
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Acknowledgments
This work was partially funded by the U.K. Engineering and Physical Sciences Research Council through project grant EP/F022182/1 and by the Department of Civil and Environmental Engineering at Imperial College London.
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Information
Published In
Journal of Engineering Mechanics
Volume 139 • Issue 10 • October 2013
Pages: 1341 - 1349
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 8, 2012
Accepted: Dec 18, 2012
Published online: Dec 21, 2012
Published in print: Oct 1, 2013
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