The Tallest Two-Segment Column
Author:
Affiliation:
1. Member ASME
2. Department of Mathematics and Department of Mechanical Engineering, Michigan State University, East Lansing, MI 48824
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/72/4/613/5472117/613_1.pdf
Reference5 articles.
1. Determination of the greatest height consistent with stability that a vertical pole or mast can be made, and of the greatest height to which a tree of given proportions can grow;Greenhill;Proc. Cambridge Philos. Soc.
2. The tallest column;Keller;J. Math. Mech.
3. The shape of the tallest column;Cox;SIAM J. Math. Anal.
4. Numerical solution of a non-linear differential-integral equation for the optimal shape of the tallest column;Hu;Int. J. Eng. Sci.
5. A critical review of the heavy elastica;Wang;Int. J. Mech. Sci.
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1. Thickness-stiffness trade-off improves lodging resistance in rice;Scientific Reports;2023-07-04
2. Vibration of a Two-Section Standing Column;Journal of Engineering Mechanics;2013-09
3. Vibration of a Segmented Heavy Column;Journal of Vibration and Acoustics;2010-03-16
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