TECHNICAL PAPERS
May 15, 2002
Nonclassical Modes of Unrestrained Shear Beams
Publication: Journal of Engineering Mechanics
Volume 128, Issue 6
Abstract
This paper considers the effect that a rotational motion has on the normal modes of a shear beam that is free to rotate, either because it is free in space or it is pivoted at one end. It is shown that the classical solutions for these two cases violate the principle of conservation of angular momentum, and that this is true even when the rotational inertia of the beam vanishes or is neglected.
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Published In
Journal of Engineering Mechanics
Volume 128 • Issue 6 • June 2002
Pages: 663 - 667
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Mar 20, 2001
Accepted: Sep 28, 2001
Published online: May 15, 2002
Published in print: Jun 2002
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Authors
Affiliations
Eduardo Kausel, F.ASCE
Professor of Civil & Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.