Extended exact solutions for least-weight truss layouts—Part I: Cantilever with a horizontal axis of symmetry-Reference-Cited by-同舟云学术

Extended exact solutions for least-weight truss layouts—Part I: Cantilever with a horizontal axis of symmetry

Published:1994-05 Issue:5 Volume:36 Page:375-398
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Lewiński T.,Zhou M.,Rozvany G.I.N.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference25 articles.

1. Optimal design for minimum weight and compliance in plane stress using extremal microstructures;Allaire;Eur. J. Mechanics A—Solids,1994

2. The Michell truss problem as a low volume fraction limit of the perforated plate topology optimization problem: an asymptotic study;Bendsøe;Struct. Optim.,1994

3. Least-weight design of perforated elastic plates I, II;Rozvany;Int. J. Solids Struct.,1987

4. Least-weight design of perforated elastic plates I, II;Rozvany;Int. J. Solids Struct.,1987

5. Michell layouts for various combinations of line supports—I;Rozvany;Int. J. Mech. Sci.,1990

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