Michell cantilevers constructed within trapezoidal domains—Part I: geometry of Hencky nets

Author:

Graczykowski C.,Lewiński 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

Reference20 articles.

1. Chan HSY (1967) Half-plane slip-line fields and Michell structures. Q J Mech Appl Math 20:453–469

2. Dewhurst P (2001) Analytical solutions and numerical procedures for minimum-weight Michell structures. J Mech Phys Solids 49:445–467

3. Dewhurst P, Collins IF (1973) A matrix technique for constructing slip-line field solutions to a class of plane strain plasticity problems. Int J Numer Methods Eng 7:357–378

4. Graczykowski C, Lewiński T (2003) Optimal Michell's cantilever transmitting a given point load to a circular support. Analysis of the exact solution. In: Szcześniak W (ed) Theoretical foundations of civil engineering-XI. Oficyna Wydawnicza PW, Warsaw, pp 351–368

5. Graczykowski C, Lewiński T (2005) The lightest plane structures of a bounded stress level, transmitting a point load to a circular support. Control Cybern 34:227–253

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