The shape of the strongest column and some related extremal eigenvalue problems
Open Access
- 1 January 1977
- journal article
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 34 (4) , 393-409
- https://doi.org/10.1090/qam/493674
Abstract
We determine the shape of the strongest column in the class of columns of length l l , volume V V , and having similar cross-sectional areas A ( x ) A(x) satisfying a ≤ A ( x ) ≤ b a \le A\left ( x \right ) \le b where a a and b b are prescribed positive bounds. In the special case where there are no constraints on the areas of cross-sections the problem has been solved by Keller [1] and by Takjbakhsh and Keller [2]. These authors observed that the problem is equivalent to an extremal eigenvalue problem and developed a variational technique for solving such problems. We treat a slightly more general class of extremal eigenvalue problems and give sufficient conditions for a given function to be a solution. Our work on the strongest constrained column demonstrates a procedure for finding functions satisfying these conditions.Keywords
This publication has 9 references indexed in Scilit:
- Some extremal problems for eigenvalues of certain matrix and integral operatorsAdvances in Mathematics, 1972
- On Optimal ArchesJournal of Applied Mechanics, 1969
- The Strongest Circular Arch—A Perturbation SolutionJournal of Applied Mechanics, 1968
- Isoperimetric eigenvalue problems in algebrasCommunications on Pure and Applied Mathematics, 1968
- Optimal design of columns.AIAA Journal, 1968
- On the optimal design of a vibrating beamQuarterly of Applied Mathematics, 1965
- Strongest Columns and Isoperimetric Inequalities for EigenvaluesJournal of Applied Mechanics, 1962
- The shape of the strongest columnArchive for Rational Mechanics and Analysis, 1960
- On certain problems on the maximum and minimum of characteristic values and on the Lyapunov zones of stabilityAmerican Mathematical Society Translations: Series 2, 1955