Partial relaxation of the orthogonality requirement for classical Michell trusses
- 1 June 1997
- journal article
- research article
- Published by Springer Nature in Structural and Multidisciplinary Optimization
- Vol. 13 (4) , 271-274
- https://doi.org/10.1007/bf01197457
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Exact analytical solutions for non-selfadjoint variable-topology shape optimization problems: perforated cantilever plates in plane stress subject to displacement constraints. Part IStructural and Multidisciplinary Optimization, 1997
- Some shortcomings in Michell's truss theoryStructural and Multidisciplinary Optimization, 1996
- Generalized Michell structures — exact least-weight truss layouts for combined stress and displacement constraints: Part I — General theory for plane trussesStructural and Multidisciplinary Optimization, 1995
- Direct relaxation of optimal layout problems for platesJournal of Optimization Theory and Applications, 1994
- Why multi-load topology designs based on orthogonal microstructures are in general non-optimalStructural and Multidisciplinary Optimization, 1993
- Optimal layout theory: Analytical solutions for elastic structures with several deflection constraints and load conditionsStructural and Multidisciplinary Optimization, 1992
- Optimal design and relaxation of variational problems, ICommunications on Pure and Applied Mathematics, 1986
- Regularization of optimal design problems for bars and plates, part 1Journal of Optimization Theory and Applications, 1982
- LVIII. The limits of economy of material in frame-structuresJournal of Computers in Education, 1904