The shape of the tallest column

被引:50
作者
Cox, SJ [1 ]
McCarthy, CM [1 ]
机构
[1] Rice Univ, Dept Computat & Appl Math, Houston, TX 77005 USA
关键词
buckling load; self-weight; continuous spectrum; rearrangement;
D O I
10.1137/S0036141097314537
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The height at which an unloaded column will buckle under its own weight is the fourth root of the least eigenvalue of a certain Sturm{Liouville operator. We show that the operator associated with the column proposed by Keller and Niordson [J. Math. Mech., 16 (1966), pp. 433-446] does not possess a discrete spectrum. This calls into question their formal use of perturbation theory, so we consider a class of designs that permits a tapered summit yet still guarantees a discrete spectrum. Within this class we prove that the least eigenvalue increases when one replaces a design with its decreasing rearrangement. This leads to a very simple proof of the existence of a tallest column.
引用
收藏
页码:547 / 554
页数:8
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