Generalized Michell structures — exact least-weight truss layouts for combined stress and displacement constraints: Part I — General theory for plane trusses

Author:

Rozvany G. I. N.,Birker T.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software,General Engineering

Reference28 articles.

1. Allaire, G.; Kohn, R.V. 1993: Topology optimization and optimal shape design using homogenization. In: Bendsøe, M.P.; Mota Soares, C.A. (eds.)Topology design of structures (Proc. NATO ARW, held in Sesimbra, Portugal, 1992), pp. 207–218. Dordrecht: Kluwer

2. Argyris, J.H.; Kelsey, S. 1960:Energy theorems and structural analysis. London: Butterworth

3. Bendsøe, M.P.; Ben-Tal, A.; Zowe, J. 1994: Optimization methods for truss geometry and topology design.Struct. Optim. 7, 141–159

4. Bendsøe, M.P.; Díaz, A.; Kikuchi, N. 1993: Topology and generalized layout optimization of elastic structures. In: Bendsøe, M.P.; Mota Soares, C.A. (eds.)Topology design of structures (Proc. NATO ARW, held in Sesimbra, Portugal, 1992), pp. 159–206. Dordrecht: Kluwer

5. Birker, T. 1995: Generalized Michell structures — exact leastweight truss layouts for combined stress and displacement constraints: Part II — Analytical solutions for a two-bar topology.Struct. Optim. 9, 214–219

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