Skip to main content
Log in

Geometrical aspects of optimum truss like structures for three-force problem

  • Research Paper
  • Published:
Structural and Multidisciplinary Optimization Aims and scope Submit manuscript

Abstract

In this paper, similarities between three-force and three-point non-smooth optimization problems are highlighted. Starting from geometrical rules controlling discrete optimum solutions for three-point problems a reasonable hypothesis is created for similar geometrical rules to control discrete optimum structures for three-force problems. The hypothesis is confirmed through a numerical approach. A step-by-step method to graphically obtain a discrete optimum structure for any set of three balanced forces is provided. It is shown that discrete optimum structures with large number of elements converge to the known continuum optimum solutions in the literature.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  • Achtziger W (1997) Topology optimization of discrete structures: an introduction in view of computational and nonsmooth aspects. In: Rozvany GIN (ed) Topology optimization in structural mechanics. Springer, Vienna, pp 57–100

    Google Scholar 

  • Baker WF (1992) Energy-based design of lateral systems. Struct Eng Int, Int Assoc Bridge Struct Eng 2(2):99–102, 4

  • Beckers M, Fleury C (1997) A primal–dual approach in truss topology optimization. Comput Struct 64(1–4):77–88

    Article  MATH  Google Scholar 

  • Chan ASL (1962) The design of Michell optimum structures. Ministry of Aviation Aeronautical Research Council Report No. 3303

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

    Article  MATH  Google Scholar 

  • Dewhurst P (2005) A general optimality criterion for strength and stiffness of dual-material-property structures. Int J Mech Sci 47(2):293–302

    Article  MATH  Google Scholar 

  • Dewhurst P, Fang N, Srithongchai S (2009) A general boundary approach to the construction of Michell truss structures. Struct Multidisc Optim 39:373–384

    Article  MathSciNet  Google Scholar 

  • Eschenauer H, Olhoff N, Schnell W (1997) Applied structural mechanics: fundamentals of elasticity, load bearing structures, structures optimization. Springer, Berlin, p 313

    Google Scholar 

  • Friedman A (1971) Advanced calculus. Holt, Rinehart and Winston

    MATH  Google Scholar 

  • Graczykowski C, Lewiński T (2006a) Michell cantilevers constructed within trapezoidal domains—Part I: geometry of Hencky nets. Struct Multidisc Optim 33:27–45

    Google Scholar 

  • Graczykowski C, Lewiński T (2006b) Michell cantilevers constructed within trapezoidal domains—Part II: virtual displacement fields. Struct Multidisc Optim 32:463–471

    Article  Google Scholar 

  • Graczykowski C, Lewiński T (2010) Michell cantilevers constructed within a half strip. Tabulation of selected benchmark results. Struct Multidisc Optim 42:869–877

    Article  Google Scholar 

  • Hegemier GA, Prager W (1969) On Michell trusses. Int J Mech Sci 11(2):209–215

    Article  MATH  Google Scholar 

  • Hemp W (1973) Optimum structures. Clarendon, Oxford

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Mazurek A, Baker FW, Cenk T (2011) Geometrical aspects of optimum truss like structures. Struct Multidisc Optim 43(2):231–242

    Article  Google Scholar 

  • Michell AGM (1904) The limits of economy of material in frame structures. Philos Mag 8:589–597

    Google Scholar 

  • Nguyen TH, Paulino GH, Song J, Le CH (2010) A computational paradigm for multiresolution topology optimization (MTOP). Struct Multidisc Optim 41:525–539

    Article  MathSciNet  Google Scholar 

  • Prager W (1970) Optimization of structural design. J Optim Theory Appl 6(1):1–21

    Article  MATH  MathSciNet  Google Scholar 

  • Prager W (1978a) Optimal layout of trusses with finite numbers of joints. J Mech Phys Solids 26(4):241–250

    Article  Google Scholar 

  • Prager W (1978b) Nearly optimal design of trusses. Comput Struct 8(3–4):451–454

    Article  MATH  Google Scholar 

  • Rozvany GIN (1996) Some shortcomings in Michell’s truss theory. Struct Multidisc Optim 12(4):244–250

    MathSciNet  Google Scholar 

  • Sokół T (2010) A 99 line code for discretized Michell truss optimization written in Mathematica. Struct Multidisc Optim 43(2):181–190

    Google Scholar 

  • Sokół T, Lewiński T (2010) On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight. Struct Multidisc Optim 42(6):835–853

    Article  Google Scholar 

  • Stromberg LL, Beghini A, Baker WF, Paulino GH (2011) Application of layout and topology optimization using pattern gradation for the conceptual design of buildings. Struct Multidisc Optim 43(2):165–180

    Article  Google Scholar 

  • Strömberg N (2010) Topology optimization of structures with manufacturing and unilateral contact constraints by minimizing an adjustable compliance-volume product. Struct Multidisc Optim 42:341–350

    Article  Google Scholar 

  • Talischi C, Paulino GH, Pereira A, Menezes IFM (2009) Polygonal finite elements for topology optimization: a unifying paradigm. Int J Numer Methods Eng 82:671–698

    Google Scholar 

Download references

Acknowledgments

I would like to thank William F. Baker of Skidmore, Owings and Merrill, LLP and Dr. Cenk Tort of Mitaş Engineering for continuing support and advice. Without these two individuals writing this paper would not be possible. Also, I would like to thank Prof. G. H. Paulino, Ms. L. Stromberg and the rest of the TOP Gang at University of Illinois in Champaign, who are the experts in the field of topology optimization, for their valuable suggestions and opinions.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Arkadiusz Mazurek.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Mazurek, A. Geometrical aspects of optimum truss like structures for three-force problem. Struct Multidisc Optim 45, 21–32 (2012). https://doi.org/10.1007/s00158-011-0679-y

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00158-011-0679-y

Keywords

Navigation