Bubble method for topology and shape optimization of structures

This paper addresses a novel method of topology and shape optimization. The basic idea is the iterative positioning of new holes (so-called “bubbles”) into the present structure of the component. This concept is therefore called the “bubble method”. The iterative positioning of new bubbles is carried out by means of different methods, among others by solving a variational problem. The insertion of a new bubble leads to a change of the class of topology. For these different classes of topology, hierarchically structured shape optimizations that determine the optimal shape of the current bubble, as well as the other variable boundaries, are carried out.

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

[2]  A. J. Barret,et al.  Methods of Mathematical Physics, Volume I . R. Courant and D. Hilbert. Interscience Publishers Inc., New York. 550 pp. Index. 75s. net. , 1954, The Journal of the Royal Aeronautical Society.

[3]  Richard Courant,et al.  Methods of Mathematical Physics, 1 , 1955 .

[4]  Zvi Hashin,et al.  The Elastic Moduli of Heterogeneous Materials , 1962 .

[5]  William Prager,et al.  A note on discretized michell structures , 1974 .

[6]  G.I.N. Rozvany,et al.  OPTIMIZATION OF STRUCTURAL GEOMETRY , 1977 .

[7]  J. Bourgat Numerical experiments of the homogenization method , 1979 .

[8]  L. Tartar,et al.  Estimation de Coefficients Homogenises , 1979 .

[9]  V. Braibant,et al.  Structural optimization: A new dual method using mixed variables , 1986 .

[10]  Edward J. Haug,et al.  Design Sensitivity Analysis of Structural Systems , 1986 .

[11]  R. Kohn,et al.  Optimal design and relaxation of variational problems, III , 1986 .

[12]  K. Svanberg The method of moving asymptotes—a new method for structural optimization , 1987 .

[13]  Alan R. Parkinson,et al.  Development of a Hybrid SQP-GRG Algorithm for Constrained Nonlinear Programming , 1988 .

[14]  M. Bendsøe,et al.  Generating optimal topologies in structural design using a homogenization method , 1988 .

[15]  G. I. N. Rozvany,et al.  Continuum-type optimality criteria methods for large finite element systems with a displacement constraint. Part II , 1989 .

[16]  U. Kirsch On the relationship between optimum structural topologies and geometries , 1990 .

[17]  C. Bert,et al.  Introduction to Optimization of Structures , 1990 .

[18]  K. Dems First- and second-order shape sensitivity analysis of structures , 1991 .

[19]  H. Eschenauer,et al.  Optimal layouts of complex shell structures by means of decomposition techniques , 1992 .

[20]  H. A. Eschenauer,et al.  Decision Makings for Initial Designs Made of Advanced Materials , 1993 .

[21]  Ole Sigmund,et al.  Topology Optimization Using Iterative Continuum-Type Optimality Criteria (COC) Methods for Discretized Systems , 1993 .

[22]  G. Allaire,et al.  Optimal design for minimum weight and compliance in plane stress using extremal microstructures , 1993 .

[23]  Noboru Kikuchi,et al.  Topology and Generalized Layout Optimization of Elastic Structures , 1993 .

[24]  Hans A. Eschenauer,et al.  SAPOP: an optimization procedure for multicriteria structural design , 1993 .