Topology optimization considering multiple loading

Abstract There is an additional new fact that topology optimization has started its career more than hundred years ago by Maxwell and only a few years later by Michell. The classical solutions of the different type of plate or shell problems can be followed by the works of Mroz, Prager and Shield. This paper overviews these almost forgotten results. In addition to the conspectus of this hidden period, the optimal design of curved folded plates is presented. The finite strip method is used for the analysis. At first, a single load case is considered, but later multiple load cases are used for the design. The base formulation is a minimum volume design with displacement constraint, which is represented by the strain energy. For the multiple loading cases two topology optimization algorithms are elaborated: minimization of the maximum strain energy with respect to a given volume and the minimization of the weighted sum of the compliance of the connected load cases with respect to a given volume. The numerical procedures are based on iterative formulae, which are formed by the use of the first order optimality condition of the Lagrangian-functions. The application is illustrated by numerical examples.

[1]  W. S. Hemp Theory of structural design , 1958 .

[2]  A. Michell LVIII. The limits of economy of material in frame-structures , 1904 .

[3]  János Lógó,et al.  New Type of Optimality Criteria Method in Case of Probabilistic Loading Conditions , 2007 .

[4]  János Lógó,et al.  Stochastic compliance constrained topology optimization based on optimality critera method , 2007 .

[5]  J. Maxwell,et al.  I.—On Reciprocal Figures, Frames, and Diagrams of Forces , 1870, Transactions of the Royal Society of Edinburgh.

[6]  Michael Leyton,et al.  Theory of Design , 2001 .

[7]  Tomasz Sokół,et al.  On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight , 2010 .

[8]  R. Shield,et al.  Optimum design methods for multiple loading , 1963 .

[9]  A.S.L. Chan,et al.  The Design of Michell Optimum Structures , 1960 .

[10]  Richard H. Gallagher,et al.  A Procedure for Automated Minimum Weight Structural Design: Part I: Theoretical Basis , 1966 .

[12]  G. A. Hegemier,et al.  On Michell trusses , 1969 .

[13]  W. Achtziger Multiple-Load Truss Topology and Sizing Optimization: Some Properties of Minimax Compliance , 1998 .

[14]  Optimum design of structures through variational principles , 1973 .

[15]  W. Prager,et al.  Minimum weight design of circular plates under arbitrary loading , 1959 .

[16]  D. C. Drucker,et al.  BOUNDS ON MINIMUM WEIGHT DESIGNS , 1957 .

[17]  Zenon Mróz,et al.  Optimal design of disks subject to geometric constraints , 1970 .

[18]  George I. N. Rozvany,et al.  Least-weight design of perforated elastic plates. II , 1987 .

[19]  W. S. Hemp Studies in the theory of Michell structures , 1966 .

[20]  W. Lansing,et al.  Application of Fully Stressed Design Procedures to Wing and Empennage Structures , 1971 .

[21]  Wolfgang Achtziger Truss topology optimization including bar properties different for tension and compression , 1996 .

[22]  Glen Mullineux,et al.  Student Paper: Introducing Uncertainty in Direction of Loading for Topology Optimization. , 2010 .

[23]  George I. N. Rozvany,et al.  Optimal Layout of Grillages , 1977 .

[24]  M. Bendsøe,et al.  Topology Optimization: "Theory, Methods, And Applications" , 2011 .

[25]  J. Foulkes,et al.  The minimum-weight design of structural frames , 1954, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[27]  Glen Mullineux,et al.  Introducing Loading Uncertainty in Topology Optimization , 2009 .

[28]  Wolfgang Achtziger,et al.  Global optimization of truss topology with discrete bar areas—Part I: theory of relaxed problems , 2008, Comput. Optim. Appl..

[29]  H. L. Cox,et al.  The design of structures of least weight , 1965 .

[31]  W. S. Hemp Notes on the problem of the optimum design of structures , 1958 .

[32]  János Lógó,et al.  New Type of Optimal Topologies by Iterative Method , 2005 .

[33]  William Prager,et al.  Optimal layout of a truss for alternative loads , 1973 .

[34]  Wolfgang Achtziger,et al.  Global optimization of truss topology with discrete bar areas—Part II: Implementation and numerical results , 2009, Comput. Optim. Appl..

[35]  J. E. Taylor,et al.  A Finite Element Method for the Optimal Design of Variable Thickness Sheets , 1973 .

[36]  János Lógó,et al.  Structural Topology Optimization with Stress Constraint Considering Loading Uncertainties , 2015 .

[37]  Richard Thorpe Shield On the Optimum Design of Shells , 1960 .

[38]  Lawrence J. Kamm,et al.  The Theory of Design , 1991 .