Exact Michell layouts for various combinations of line supports - Part II

Structural Optimization

Volumn 14, Issue 2-3, 1997, Pages 138-149

  Rozvany, G I N ^a   Gollub, W ^a   Zhou, M ^a  

^a UNIVERSITY OF DUISBURG ESSEN   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; MATHEMATICAL MODELS;

LINE SUPPORTS; MICHELL LAYOUTS;

STRUCTURAL DESIGN;

EID: 0031256981     PISSN: 09344373     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF01812516     Document Type: Article

References (8)

1. Hemp, W.S. 1973: Optimum Structures. Oxford: Clarendon
2. Hill, R.H.; Rozvany, G.I.N. 1985: Prager's layout theory: a nonnumeric computer method for generating optimal structural configurations and weight-influcence surfaces. Comp. Meth. Appl. Mech. Eng. 49, 131-148
3. Michell, A.G.M. 1904: The limits of economy of material in frame-structures. Phil. Mag. 8, 589-597
4. Prager, W. 1974: Introduction to structural optimization. Vienna: Springer
5. Rozvany, G.I.N. 1997: Partial relaxation of the orthogonality requirement for classical Michell trusses. Struct. Opt. 13, 271-274
6. Rozvany, G.I.N.; Gollub, W. 1990: Michell layouts for various combinations of line supports. Int. J. Mech. Sci. 32, 1021-1043
7. Rozvany, G.I.N.; Hill, R.H. 1978: A computer algorithm for deriving analytically and plotting optimal structural layouts. Comp. & Struct. 10, 295-300
8. Zhou, M.; Rozvany, G.I.N. 1991: The COC algorithm, Part II: topological, geometrical and generalized shape optimization. Compt. Meth. Appl. Mech. Eng. 89, 309-336