Layout Optimization in Structural Design

  • G. I. N. Rozvany
  • W. Gollub
  • M. Zhou
Chapter
Part of the NATO ASI Series book series (NSSE, volume 221)

Abstract

After reviewing some fundamental aspects of layout optimization, the lecture covers in detail two important techniques, viz. (a) iterative continuum-based optimality criteria (COC) methods for approximate layout optimization of large systems with a given grid of potential members and (b) the ‘layout theory’ developed by Prager and the first author for the exact optimization of the structural topology. This theory is based on the concepts of continuum-based optimality criteria (COC) and the ‘structural universe’ which is the union of all potential or ‘candidate’ members. Both ‘classical’ and ‘advanced’ layout theories are discussed: in the former, low density systems (e.g. trusses, grillages and cable nets) are considered, in which the effect of intersections on cost, stiffness and strength are neglected. Applications of advanced layout theory include ‘generalized’ plates (plates with a dense system of ribs) as well as perforated and composite systems. In comparing the results of iterative approximate and exact layout optimization on particular examples, a 12 digit agreement is found.

Keywords

Optimal Topology Perforated Plate Layout Problem Layout Optimization Solid Plate 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. Bends0e, M. P., (1989), ‘Optimal shape design as a material distribution problem,’ Struct. Optim. 1, 4, 193–202.Google Scholar
  2. Chan, H. S. Y., (1975), ‘Symmetric plane frameworks of least weight,’ In Sawczuk and Mróz (Eds.), Optimization in structural design, (Proc. IUTAM symp. held in Warsaw, Aug. 1973 ), pp. 313–326. Springer-Verlag, Berlin.Google Scholar
  3. Cheng, K. T. and Olhoff, N., (1981), ‘An investigation concerning optimal design of solid elastic plates,’ Int. J. Solids Struct. 17, 3, 305–323.MathSciNetMATHCrossRefGoogle Scholar
  4. Hemp, W. S., (1973), Optimum structures, Clarendon, Oxford.Google Scholar
  5. Hemp, W. S., (1974), ‘Michell framework for uniform load between fixed supports,’ Eng. Optimiz. 1, 61–69, Sept.Google Scholar
  6. Hill, R. H. and Rozvany, G. I. N., (1985), ‘Prager’s layout theory: A nonnumeric computer method for generating optimal structural configurations and weight-influence surfaces,’ Comp. Meth. Appl. Mech. Engrg. 49, 1, 131–148, May.Google Scholar
  7. Hillerborg, A., (1956), ‘Theory of equilibrium for reinforced concrete slabs’ (in Swedish), Betong, 41 4, 171–182.Google Scholar
  8. Kirsch, U., (1989), ‘On the relationship between optimal structural topologies and geometries,’ in C. A. Brebbia and S. Hernandez (Eds.), Computer aided optimum design of structures: Recent advances, (Proc. 1st Int. Conf. held in Southampton, UK, June 1989 ), pp. 243–253. Springer, Berlin.Google Scholar
  9. Kohn, R. V. and Strang, G., (1983), ‘Optimal design for torsional rigidity,’ in Atluri, Gallagher et al., (Eds.), Hybrid and mixed finite element methods,(Proc. Conf. held in Atlanta, 1981), pp. 281–288. Wiley and Sons, Chichester, England.Google Scholar
  10. Kohn, R. V. and Strang, G., (1986), ‘Optimal design and relaxation of variational problems,’ I, II and III, Comm Pure Appl. Math. 39, 113–137, 139–182, 353–377, Jan.-March.Google Scholar
  11. Kozlowski, W. and Mróz, Z., (1969), ‘Optimal design of solid plates,’ Int. J. Solids Struct. 5, 8, 781–794, Aug.Google Scholar
  12. Lagache, J.-M., (1980), ‘A geometrical procedure to design trusses in a given area,’ Eng. Opt. 5, 1, 1–12.Google Scholar
  13. Lagache, J.-M., (1981), ‘Developments in Michell theory,’ in Atrek and Gallagher (Eds.), Proc. Int. Symp. on Optimum Structural Design, (Held in Tucson, Oct. 1981), pp. 4.9–4. 16. University of Arizona, Tucson.Google Scholar
  14. Lagache, J.-M., (1983), ‘Abstract convolution and optimum layout,’ in Eschenauer and Olhoff (Eds.), Optimization methods in structural design., (Proc. Euromech. Colloquium held in Siegen, Oct. 1982), pp. 340–345. Wissenschaftsverlag, Mannheim.Google Scholar
  15. Lowe, P. G. and Melchers, R. E., (1972), ‘On the theory of optimal constant thickness, fibre-reinforced plates,’ I, Int. J. Mech. Sci. 14, 5, 311–324, May.Google Scholar
  16. Lurie, K. A., Fedorov, A. V. and Cherkaev, A. V., (1984), ‘On the existence of solutions for some problems of optimal design for bars and plates,’ J. Optimiz. Theory Appl. 42, 2, 247–281, Feb.Google Scholar
  17. Maxwell, J. C., (1872), ‘On reciprocal figures, frames, and diagrams of force, Trans. Roy. Soc. Edinb. 26, 1, Also in Scientific Papers, 2, (W. D. Niven (Ed.), 1890), University Press, Cambridge, 174–177.Google Scholar
  18. Michell, A. G. M., (1904), ‘The limits of economy of material in frame-structures,’ Phil. Mag. 8, 47, 589–597, Nov.Google Scholar
  19. Morley, C. T., (1966), ‘The minimum reinforcement of concrete slabs,’ Int. J. Mech. Sci. 8, 305–319, April.Google Scholar
  20. Murat, F. and Tartar, L., (1985), ‘Calcul des variations et homogénéisation,’ inGoogle Scholar
  21. Les méthodes de l’homogénéisation: théorie et applications en physique.,Coll. de la Dir. des Études et recherches de Elec. de France, Eyrolles, Paris, pp. 319–370.Google Scholar
  22. Olhoff, N. and Rozvany, G. I. N., (1982), ‘Optimal grillage layout for given natural frequency,’ J. Engrg. Mech. ASCE 108, EMS, 971–975, Oct.Google Scholar
  23. Ong, T. G., (1987), Structural optimization via static-kinematic optimality criteria, Ph.D. thesis, Monash Univ. Melbourne, Australia.Google Scholar
  24. Ong, T. G., Rozvany, G. I. N. and Szeto, W. T., (1988), ‘Least-weight design ofGoogle Scholar
  25. perforated elastic plates for given compliance: Nonzero Poisson’s ratio,’ Comp. Meth. Appl. Mech. Eng. 66 301–322.Google Scholar
  26. Prager, W., (1977), ‘Optimal layout of cantilever trusses,’ J. Optimiz. Theory Appl. 23, 1, 111–117, Sept.Google Scholar
  27. Prager, W., (1978a), ‘Nearly optimal design of trusses,’ Comp. Struc. 8, 4, 451–454, May.Google Scholar
  28. Prager, W., (1978b), ‘Optimal layout of trusses with finite numbers of joints,’ J. Mech. Phys. Solids 26, 4, 241–250, Aug.Google Scholar
  29. Prager, W. and Rozvany, G. I. N., (1977a), ‘Optimization of structural geometry,’ in Bednarek and Cesari (Eds.), Dynamical systems Google Scholar
  30. Proc. Int. Symp. held in Gainsville, Florida, March, 1976 ), pp. 265–293. Academic Press, New York.Google Scholar
  31. Prager, W. and Rozvany, G. I. N., (1977b), ‘Optimal layout of grillages,’ J. Struct. Mech. 5, 1, 1–18.CrossRefGoogle Scholar
  32. Prager, W. and Shield, R. T., (1967), ‘A general theory of optimal plastic design,’ J. Appl. Mech. 34, 1, 184–186, March.Google Scholar
  33. Rozvany, G. I. N., (1966), ‘Analysis versus synthesis in structural engineering,’ Civ. Eng. Trans. Inst. Engrs. Aust. CE8, 2, 158–166, Oct., alsoGoogle Scholar
  34. Proc. Con f. Inst. Engrs. Aust., March.Google Scholar
  35. Rozvany, G. I. N., (1976), Optimal design of flexural systems., Pergamon Press, Oxford, Russian translation: Stroiizdat, Moscow, 1980.Google Scholar
  36. Rozvany, G. I. N., (1979), ‘Optimum beam layouts: allowance for cost of shear,’ Comp. Meth. Appl. Mech. Engrg. 19, 1, 49–58.MathSciNetCrossRefGoogle Scholar
  37. Rozvany, G. I. N., (1981), ‘Optimal criteria for grids, shells and arches,’ in Haug and Cea (Eds.), Optimization of distributed parameter structures„ Google Scholar
  38. pp. 112–151, (Proc. NATO ASI held in Iowa City), Sijthoff and Noordhoff, Alphen aan der Rijn, The Netherlands.Google Scholar
  39. Rozvany, G. I. N., (1984), ‘Structural layout theory-the present state of knowledge,’ in Atrek, Gallagher et al. (Eds.), New directions in optimum structural design, pp. 167–195. Wiley and Sons, Chichester, England.Google Scholar
  40. Rozvany, G. I. N., (1989), Structural design via optimality criteria., Kluwer Acad. Publ., Dordrecht.Google Scholar
  41. Rozvany, G I N. and Adidam, S. R., (1972), ‘Rectangular grillages of least weight,’ J. Eng. Mech. Div. ASCE 98, EM6, 1337–1352, Dec.Google Scholar
  42. Rozvany, G. I. N. and Hill, R. H., (1976), ‘General theory of optimal force transmission by flexure,’ Advances in Appl. Mech. 16, 184–308.Google Scholar
  43. Rozvany, G. I. N. and Hill, R. H., (1978a), ‘Optimal plastic design: superposition principles and bounds on the minimum cost,’ Comp. Meth. Appl. Mech. Engrg. 13, 2, 151–173, Feb.Google Scholar
  44. Rozvany, G. I. N. and Hill, R. H., (1978b), ‘A computer algorithm for deriving analytically and plotting optimal structural layout,’ in Noor and McComb (Eds.), Trends in computerized analysis and synthesis, pp. 295–300.Google Scholar
  45. Proc. NASA/ASCE Symp. held in Washington DC, Oct. 1978 ), Pergamon Press, Oxford. Also Comp. and Struct. 10, 1, 295–300, April 1979.Google Scholar
  46. Rozvany, G. I. N., Olhoff, N., Cheng, K. T. and Taylor, J. E., (1982), ‘On the solid plate paradox in structural optimization,’ DCAMM Report 212, June 1981. And J. Struct. Mech. 10, 1, 1–32.MathSciNetCrossRefGoogle Scholar
  47. Rozvany, G. I. N. and Ong, T.G., (1986a), ‘Optimal plastic design of plates, shells and shellgrids,’ in Bevilaqua, Feijóo, et al. (Eds.), Inelastic behaviour of plates and shells, pp. 357–384, (Proc. IUTAM Symp. held in Rio de Janeiro, August 1985 ), Springer-Verlag, Berlin.Google Scholar
  48. Rozvany, G. I. N. and Ong, T. G., (1986b), ‘Update to “Analytical methods in structural optimization”.’ in Steele and Springer (Eds.), Applied mechanics update, pp. 289–302. ASME, New York.Google Scholar
  49. Rozvany, G. I. N. and Ong, T.G., (1987), ‘Minimum-weight plate design via Prager’s layout theory (Prager Memorial Lecture),’ in Mota Soares (Ed.), Computer aided optimal design: structural and mechanical systems, (Proc. NATO ASI held in Troia, Portugal, 1986 ), pp. 165–179, Springer-Verlag, Berlin.Google Scholar
  50. Rozvany, G. I. N., Ong, T.G., Sandler, R., Szeto, W. T., Olhoff, N and Bendsoe, M. P., (1987), ‘Least-weight design of perforated elastic plates,’ I and II, Int. J. of Solids Struct. 23, 4, 521–536, 537–550.Google Scholar
  51. Rozvany, G. I. N. and Wang, C. M., (1983), ‘Extensions of Prager’s layout theory,’ in Eschenauer and Olhoff (Eds.), Optimization methods in structural design, (Proc. Euromech. Colloquium held in Siegen, Oct. 1982 ), pp. 103–110. Wissenschaftsverlag, Mannheim.Google Scholar
  52. Rozvany, G. I. N., Zhou, M., Rotthaus, M., Gollub, W. and Spengemann, F., (1989), ‘Continuum-type optimality criteria methods for large finite element systems with a displacement constraint,’ Part I, Struct. Optim. 1, 1, 47–72.CrossRefGoogle Scholar
  53. Save, M. and Prager, W., (1985), Structural optimization-Vol. 1, Optimality criteria, W. H. Warner (Ed.), Plenum Press, New York.Google Scholar
  54. Strang, G. and Kohn, R. V., (1983), ‘Hencky-Prandtl nets and constrained Michell trusses,’ Comp. Meth. Appl. Engrg. 38, 207–222.MathSciNetCrossRefGoogle Scholar
  55. Wang, C. M., Rozvany, G. I. N. and Olhoff, N., (1984), ‘Optimal plastic design of axisymmetric solid plates with a maximum thickness constraint,’ Comp. and Struct. 18, 4, 653–665.MATHCrossRefGoogle Scholar
  56. Yep, K. M., Sandler, R. and Rozvany, G. I. N., (1986), ‘Optimal layout of long-span truss-grids II,’ Int. J. of Solids Struct. 22, 2, 225–238.MATHCrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media Dordrecht 1992

Authors and Affiliations

  • G. I. N. Rozvany
    • 1
  • W. Gollub
    • 1
  • M. Zhou
    • 1
  1. 1.Essen UniversityEssenFederal Republic of Germany

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