Layout Optimization in Structural Design
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 PlatePreview
Unable to display preview. Download preview PDF.
References
- Bends0e, M. P., (1989), ‘Optimal shape design as a material distribution problem,’ Struct. Optim. 1, 4, 193–202.Google Scholar
- 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
- 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
- Hemp, W. S., (1973), Optimum structures, Clarendon, Oxford.Google Scholar
- Hemp, W. S., (1974), ‘Michell framework for uniform load between fixed supports,’ Eng. Optimiz. 1, 61–69, Sept.Google Scholar
- 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
- Hillerborg, A., (1956), ‘Theory of equilibrium for reinforced concrete slabs’ (in Swedish), Betong, 41 4, 171–182.Google Scholar
- 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
- 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
- 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
- Kozlowski, W. and Mróz, Z., (1969), ‘Optimal design of solid plates,’ Int. J. Solids Struct. 5, 8, 781–794, Aug.Google Scholar
- Lagache, J.-M., (1980), ‘A geometrical procedure to design trusses in a given area,’ Eng. Opt. 5, 1, 1–12.Google Scholar
- 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
- 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
- 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
- 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
- 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
- Michell, A. G. M., (1904), ‘The limits of economy of material in frame-structures,’ Phil. Mag. 8, 47, 589–597, Nov.Google Scholar
- Morley, C. T., (1966), ‘The minimum reinforcement of concrete slabs,’ Int. J. Mech. Sci. 8, 305–319, April.Google Scholar
- Murat, F. and Tartar, L., (1985), ‘Calcul des variations et homogénéisation,’ inGoogle Scholar
- 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
- 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
- Ong, T. G., (1987), Structural optimization via static-kinematic optimality criteria, Ph.D. thesis, Monash Univ. Melbourne, Australia.Google Scholar
- Ong, T. G., Rozvany, G. I. N. and Szeto, W. T., (1988), ‘Least-weight design ofGoogle Scholar
- perforated elastic plates for given compliance: Nonzero Poisson’s ratio,’ Comp. Meth. Appl. Mech. Eng. 66 301–322.Google Scholar
- Prager, W., (1977), ‘Optimal layout of cantilever trusses,’ J. Optimiz. Theory Appl. 23, 1, 111–117, Sept.Google Scholar
- Prager, W., (1978a), ‘Nearly optimal design of trusses,’ Comp. Struc. 8, 4, 451–454, May.Google Scholar
- Prager, W., (1978b), ‘Optimal layout of trusses with finite numbers of joints,’ J. Mech. Phys. Solids 26, 4, 241–250, Aug.Google Scholar
- Prager, W. and Rozvany, G. I. N., (1977a), ‘Optimization of structural geometry,’ in Bednarek and Cesari (Eds.), Dynamical systems Google Scholar
- Proc. Int. Symp. held in Gainsville, Florida, March, 1976 ), pp. 265–293. Academic Press, New York.Google Scholar
- Prager, W. and Rozvany, G. I. N., (1977b), ‘Optimal layout of grillages,’ J. Struct. Mech. 5, 1, 1–18.CrossRefGoogle Scholar
- Prager, W. and Shield, R. T., (1967), ‘A general theory of optimal plastic design,’ J. Appl. Mech. 34, 1, 184–186, March.Google Scholar
- Rozvany, G. I. N., (1966), ‘Analysis versus synthesis in structural engineering,’ Civ. Eng. Trans. Inst. Engrs. Aust. CE8, 2, 158–166, Oct., alsoGoogle Scholar
- Proc. Con f. Inst. Engrs. Aust., March.Google Scholar
- Rozvany, G. I. N., (1976), Optimal design of flexural systems., Pergamon Press, Oxford, Russian translation: Stroiizdat, Moscow, 1980.Google Scholar
- Rozvany, G. I. N., (1979), ‘Optimum beam layouts: allowance for cost of shear,’ Comp. Meth. Appl. Mech. Engrg. 19, 1, 49–58.MathSciNetCrossRefGoogle Scholar
- Rozvany, G. I. N., (1981), ‘Optimal criteria for grids, shells and arches,’ in Haug and Cea (Eds.), Optimization of distributed parameter structures„ Google Scholar
- pp. 112–151, (Proc. NATO ASI held in Iowa City), Sijthoff and Noordhoff, Alphen aan der Rijn, The Netherlands.Google Scholar
- 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
- Rozvany, G. I. N., (1989), Structural design via optimality criteria., Kluwer Acad. Publ., Dordrecht.Google Scholar
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- Save, M. and Prager, W., (1985), Structural optimization-Vol. 1, Optimality criteria, W. H. Warner (Ed.), Plenum Press, New York.Google Scholar
- Strang, G. and Kohn, R. V., (1983), ‘Hencky-Prandtl nets and constrained Michell trusses,’ Comp. Meth. Appl. Engrg. 38, 207–222.MathSciNetCrossRefGoogle Scholar
- 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
- 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