Article ID Journal Published Year Pages File Type
278889 International Journal of Solids and Structures 2005 10 Pages PDF
Abstract

An asymptotic solution is obtained for the problem of maximizing the torsional rigidity of elastic, multiply-connected cylindrical bars for a given area of cross-section. The shapes of the inner contours of the multiply-connected cross-section are specified while the outer contour is determined as a result of the shape optimization. We apply the method of matched asymptotic expansions to construct a first-order asymptotic model. The conditions for unique solvability of the asymptotic model have been established under some restrictions imposed on the location of the inner contours and their polarization matrices. The economy achieved by optimization is estimated.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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