Calculus of Variations
An elementary exclusion principle for Michell trusses
[Un principle elémentaire dʼexclusion pour les treillis de Michell]
Comptes Rendus. Mathématique, Tome 350 (2012) no. 21-22, pp. 991-995.

Nous étendons le principe dʼexclusion des treillis de Michell énoncé dans Figueraoa et al. (2012) [2], à des structures obtenues par supperposition dʼun nombre dénombrable de barres. De plus, notre principle dʼexclusion sʼapplique en tout point de la structure à analyser.

The exclusion optimality principle for Michell trusses established in Figueraoa et al. (2012) [2] is extended to frames which consist of countably many bars or rods. Furthermore, our extended exclusion principle can be applied to any point of the support of the frame under analysis.

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Accepté le :
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DOI : 10.1016/j.crma.2012.10.030
Granowski, Ross 1

1 School of Mathematics, Georgia Institute of Technology, 686, Cherry Street, Atlanta, GA 30332-0160, USA
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Granowski, Ross. An elementary exclusion principle for Michell trusses. Comptes Rendus. Mathématique, Tome 350 (2012) no. 21-22, pp. 991-995. doi : 10.1016/j.crma.2012.10.030. http://www.numdam.org/articles/10.1016/j.crma.2012.10.030/

[1] Bouchitté, G.; Gangbo, W.; Seppecher, P. Michell trusses and lines of principal action, Mathematical Models and Methods in Applied Sciences, Volume 18 (2008) no. 9, pp. 1571-1603

[2] Figueraoa, E.; Hill, A.; Lusco, D.; Ryham, R. Cutting corners in Michell trusses, Portugalie Mathematica, Volume 69 (2012) no. 2, pp. 95-112

[3] Gangbo, W. Discrete decomposition of discrete forces, 2011 www.math.gatech.edu/~gangbo/ (unpublished lecture notes, cf.)

[4] Michell, A.G. The limits of economy of material in framed-structures, Philosophical Magazine Ser. 6, Volume 8 (1904), pp. 589-597

[5] Skelton, R.; de Oliveira, M. Optimal tensegrity structures in bending: The discrete Michell truss, Journal of Franklin Institute, Volume 347 (2010), pp. 257-283

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