2 Performance Evaluation of an Improved Fully Stressed Design Evolution Strategy on Simultaneous Topology , Shape and Size Optimization of Large-Scale Truss Structures

During the recent decade, truss optimization by metaheuristics has gradually replaced deterministic and optimality criteria-based methods. While they may provide some advantages regarding their robustness and ability to avoid local minima, the required evaluation budget grows fast when the number of design variables is increased. This practically limits the size of the problems to which they can be applied. Furthermore, most recent stochastic optimization methods handle the size optimization only, the potential saving from which is highly limited, when compared to the most sophisticated, and obviously the most challenging scenario, simultaneous topology, shape and size (TSS) optimization. In a recent study by the authors, a method based on combination of optimality criteria and evolution strategies, called fully stressed design based on evolution strategies (FSD-ES), was proposed for TSS optimization of truss structures. FSD-ES outperformed available truss optimizers in the literature, both in efficiency and robustness. The contribution of this study is two-fold. First, an improved version of FSD-ES method, called FSDES-II, is proposed. In comparison with the earlier version, it takes the displacement constraints in the resizing step into account and can handle constraints governed by practically used specifications. Update of strategy parameters is also revised following contemporary and new developments in evolution strategies. Second, a test suite consisting of large scale TSS optimization problems is developed to overcome some shortcomings in available benchmark problems. For each problem, performance of FSD-ES-II is compared with the best results available in the literature, often showing a significant superiority.

[1]  Kalyanmoy Deb,et al.  Simultaneous topology, shape and size optimization of truss structures by fully stressed design based on evolution strategy , 2015 .

[2]  Jeroen Coenders,et al.  An optimality criteria based method for discrete design optimization taking into account buildability constraints , 2014 .

[3]  A. Kaveh,et al.  Comparison of nine meta-heuristic algorithms for optimal design of truss structures with frequency constraints , 2014, Adv. Eng. Softw..

[4]  Hai Huang,et al.  Improved genetic algorithm with two-level approximation for truss topology optimization , 2014 .

[5]  Saeed Gholizadeh,et al.  Layout optimization of truss structures by hybridizing cellular automata and particle swarm optimization , 2013 .

[6]  Ali Ahrari,et al.  Fully Stressed Design Evolution Strategy for Shape and Size Optimization of Truss Structures , 2013 .

[7]  Solomon Tesfamariam,et al.  A survey of non-gradient optimization methods in structural engineering , 2013, Adv. Eng. Softw..

[8]  Leandro Fleck Fadel Miguel,et al.  Multimodal size, shape, and topology optimisation of truss structures using the Firefly algorithm , 2013, Adv. Eng. Softw..

[9]  A. Atai,et al.  EFFICIENT SIMULATION FOR OPTIMIZATION OF TOPOLOGY, SHAPE AND SIZE OF MODULAR TRUSS STRUCTURES , 2013 .

[10]  N. Hansen,et al.  Real-Parameter Black-Box Optimization Benchmarking: Experimental Setup , 2010 .

[11]  Guan-Chun Luh,et al.  Optimal design of truss-structures using particle swarm optimization , 2011 .

[12]  Sujin Bureerat,et al.  Technical Note: Simultaneous topology, shape and sizing optimisation of a three-dimensional slender truss tower using multiobjective evolutionary algorithms , 2011 .

[13]  Ali Kaveh,et al.  THE CMA EVOLUTION STRATEGY BASED SIZE OPTIMIZATION OF TRUSS STRUCTURES , 2011 .

[14]  Oliver Kramer,et al.  Evolutionary self-adaptation: a survey of operators and strategy parameters , 2010, Evol. Intell..

[15]  O. Hasançebi,et al.  Performance evaluation of metaheuristic search techniques in the optimum design of real size pin jointed structures , 2009 .

[16]  Bernhard Sendhoff,et al.  Covariance Matrix Adaptation Revisited - The CMSA Evolution Strategy - , 2008, PPSN.

[17]  A. Kaveh,et al.  Sizing, geometry and topology optimization of trusses via force method and genetic algorithm , 2008 .

[18]  O. Hasançebi,et al.  Adaptive evolution strategies in structural optimization: Enhancing their computational performance with applications to large-scale structures , 2008 .

[19]  O. Hasançebi,et al.  Optimization of truss bridges within a specified design domain using evolution strategies , 2007 .

[20]  Carsten Ebenau,et al.  An advanced evolutionary strategy with an adaptive penalty function for mixed-discrete structural optimisation , 2005, Adv. Eng. Softw..

[21]  Hans-Paul Schwefel,et al.  Evolution strategies – A comprehensive introduction , 2002, Natural Computing.

[22]  Fuat Erbatur,et al.  Layout optimisation of trusses using simulated annealing , 2002 .

[23]  Nikolaus Hansen,et al.  Completely Derandomized Self-Adaptation in Evolution Strategies , 2001, Evolutionary Computation.

[24]  K. Deb,et al.  Design of truss-structures for minimum weight using genetic algorithms , 2001 .

[25]  O. Hasançebi,et al.  Layout optimization of trusses using improved GA methodologies , 2001 .

[26]  P. Hajela,et al.  Genetic algorithms in truss topological optimization , 1995 .

[27]  Subramaniam Rajan,et al.  Sizing, Shape, and Topology Design Optimization of Trusses Using Genetic Algorithm , 1995 .

[28]  E. Salajegheh,et al.  Optimum design of trusses with discrete sizing and shape variables , 1993 .

[29]  Mehmet Polat Saka,et al.  OPTIMUM DESIGN OF PIN-JOINTED STEEL STRUCTURES WITH PRACTICAL APPLICATIONS , 1990 .

[30]  G. Vanderplaats,et al.  Approximation method for configuration optimization of trusses , 1990 .

[31]  B. H. V. Topping,et al.  Shape Optimization of Skeletal Structures: A Review , 1983 .

[32]  Claude Fleury,et al.  An efficient optimality criteria approach to the minimum weight design of elastic structures , 1980 .

[33]  M. Géradin,et al.  Optimality criteria and mathematical programming in structural weight optimization , 1978 .