Michell cantilevers constructed within trapezoidal domains-Part III: Force fields

Structural and Multidisciplinary Optimization

Volumn 33, Issue 1, 2007, Pages 1-19

  Graczykowski, C ^a   Lewinski T ^b  

^a INSTITUTE OF FUNDAMENTAL TECHNOLOGICAL RESEARCH   (Poland)

^b WARSAW UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

OPTIMAL CONTROL SYSTEMS; OPTIMIZATION; STRUCTURAL ANALYSIS;

FORCE FIELDS; HENCKY NETS; MICHELL CANTILEVERS;

CANTILEVER BEAMS;

EID: 33751538057     PISSN: 1615147X     EISSN: 16151488     Source Type: Journal    
DOI: 10.1007/s00158-005-0601-6     Document Type: Article

References (7)

1. Chan HSY (1967) Half-plane slip-line fields and Michell structures. Q J Mech Appl Math 20:453-469
2. Graczykowski C, Lewiński T (2006a) Michell cantilevers constructed within trapezoidal domains-Part I: geometry of Hencky nets. Struct Multidisc Optim (in press)
3. Graczykowski C, Lewiński T (2006b) Michell cantilevers constructed within trapezoidal domains-Part II: virtual displacement fields. Struct Multidisc Optim (in press)
4. Hemp WS (1973) Optimum structures. Clarendon, Oxford
5. Lewiński T, Zhou M, Rozvany GIN (1994a) Extended exact solutions for least-weight truss layouts. Part I: cantilever with a horizontal axis of symmetry. Int J Mech Sci 36:375-398
6. Lewiński T, Zhou M, Rozvany GIN (1994b) Extended exact solutions for least-weight truss layouts. Part II: unsymmetric cantilevers. Int J Mech Sci 36:399-419
7. Novozhilov VV (1962) Theory of thin shells, 2nd edn. Sudpromgiz, Leningrad (in Russian)