Abstract
In this paper exact, analytical solutions are derived for another highly popular benchmark problem, namely, L-shaped domains having a horizontal line support and one or several point loads. The optimal topologies are obtained in the context of Michell structures, i.e., least-weight, stress, or compliance-controlled trusses with a single load condition.
Similar content being viewed by others
References
Allaire G, Belhachmi Z, Jouve F (1996) The homogenization method for topology and shape optimization. Single and multiple load case. Rev Europ Elem Finis 5:649–672
Bendsøe MP, Sigmund O (2003) Topology optimization: theory, methods and applications. Springer, Berlin
Chan, HSY (1967) Half-plane slip-line fields and Michell structures. Q J Mech Appl Math 20:453–469
Díaz A, Lipton R (1997) Optimal material layout for 3D elastic structures. Struct Optim 13:60–64
Graczykowski C, Lewiński T (2006) Michell cantilevers constructed within trapezoidal domains. Part I: geometry of Hencky nets. Struct Multidisc Optim 32:347–368 (Part II: virtual displacement fields, ibidem 32:463–471)
Graczykowski C, Lewiński T (2007) Michell cantilevers constructed within trapezoidal domains. Part III: force fields. Struct Multidisc Optim 33:27–46 (Part IV: complete exact solutions of selected optimal designs and their approximations by trusses of finite number of joints, ibidem 33: 113–129)
Hemp WS (1973) Optimum structures. Oxford Clarendon Press, Oxford
Kočvara M (2002) On the modeling and solving of the truss design problem with global stability constraints. Struct Multidisc Optim 23:189–203
Kočvara M, Stingl M (2007) Free material optimization for stress constraints. Struct Multidisc Optim 33:323–335
Lewiński T, Rozvany GIN (2007) Exact analytical solutions for some popular benchmark problems in topology optimization II: three-sided polygonal supports. Struct Multidisc Optim 33:337–349
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
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
Lipton R, Stuebner M (2007) Optimal deesign of composite structures for strength and stiffness: an inverse homogenization approach. Struct Multidisc Optim 33:351–362
Olhoff N, Thomsen J, Rasmussen J (1993) Topology optimization of bi-material structures. In: Pedersen P (ed) Optimal design with advanced materials. Elsevier, Amsterdam, pp 191–206
Rozvany GIN (1998) Exact analytical solutions for some popular benchmark problems in topology optimization. Struct Optim 15:42–48
Svanberg K, Werme M (2005) Hierarchical neighbourhood search method for topology optimization. Struct Multidisc Optim 29:325–340
Svanberg K, Werme M (2006) Topology optimization by neighbourhood search method based on efficient sensitivity calculations. Int J Numer Methods Eng 67:1670–1699
Svanberg K, Werme M (2007) Sequential integer programming methods for stress constained topology optimization. Struct Multidisc Optim 34(4):277–299
Werme M (2006) Globally optimal benchmark solutions to some small-scale discretized continuum topology optimization problems. Struct Multidisc Optim 32:259–262
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Lewiński, T., Rozvany, G.I.N. Exact analytical solutions for some popular benchmark problems in topology optimization III: L-shaped domains. Struct Multidisc Optim 35, 165–174 (2008). https://doi.org/10.1007/s00158-007-0157-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00158-007-0157-8