Research Article
Aug 1967
Stability of a Bar Under Eccentric Follower Force
Publication: Journal of the Engineering Mechanics Division
Volume 93, Issue 4
Abstract
A uniform cantilevered bar subjected at the free end to an eccentric, compressive follower force is considered. It is shown that, for cross sections having two axes of symmetry and vanishing warping rigidity, stability may be lost only by bending-torsional flutter. In the case of non-vanishing warping rigidity, either bending-torsional flutter or bending-torsional buckling may occur, depending on the parameters of the system.
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Information
Published In
Journal of the Engineering Mechanics Division
Volume 93 • Issue 4 • August 1967
Pages: 105 - 115
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Aug 1967
Published online: Feb 3, 2021
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Authors
Affiliations
Kuang-Huei Lin, AM.ASCE
Graduate Student, Dept. of Civ. Engrg., The Technological Inst., Northwestern Univ., Evanston, Ill.
S. Nemat-Nasser
Asst. Prof., Dept. of the Aerospace and Mech. Engrg. Sciences, Univ. of California, San Diego, Calif.; formerly, Senior Research Engr., Dept. of Civ. Engrg., The Technological Inst., Northwestern Univ., Evanston, Ill.
George Herrmann, M.ASCE
Prof. of Civ. Engrg., The Technological Inst., Northwestern Univ., Evanston, Ill.
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