Research Article
Oct 1962
Dynamic Behavior of Supercritically Loaded Struts
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VIEW THE REPLYAuthors: George W. Housner, M.ASCE, and Wai Keung TsoAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 88, Issue 5
Abstract
Analysis of motion of pin-ended strut subjected to uniform axial force greatly in excess of Euler critical load; effects of shear and rotary inertia; equation for dominant buckling mode is derived, indicating possibility of strut buckling in configurations other than fundamental mode; graphs are presented for determining maximum modal deflection produced by blast type triangular loading of strut.
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Published In
Journal of the Engineering Mechanics Division
Volume 88 • Issue 5 • October 1962
Pages: 41 - 65
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Oct 1962
Published online: Feb 3, 2021
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George W. Housner, M.ASCE
Prof. of Engrg., California Inst. of Tech., Pasadena, Calif.
Wai Keung Tso
Graduate Student in Civ. Engrg., California Inst. of Tech., Pasadena, Calif.
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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.