On the equivalence of minimum compliance and stress-constrained minimum weight design of trusses under multiple loading conditions

This article is devoted to topology optimization of trusses under multiple loading conditions. Compliance minimization with material volume constraint and stress-constrained minimum weight problem are considered. In the case of a single loading condition, it has been shown that the two problems have the same optimal topology. The possibility of extending this result for problems involving multiple loading conditions is examined in the present work. First, the compliance minimization problem is formulated as a multicriterion optimization problem, where the conflicting criteria are the compliances of the different loading conditions. Then, the optimal topologies of the stress-constrained minimum weight problem and the multicriterion compliance minimization problem for a simple test example are compared. The results verify that when multiple loading conditions are involved, the stress-constrained minimum weight topology cannot be obtained in general by solving the compliance minimization problem.

[1]  U. Kirsch,et al.  On singular topologies in optimum structural design , 1990 .

[2]  J. F. Aguilar Madeira,et al.  Multi-objective optimization of structures topology by genetic algorithms , 2005, Adv. Eng. Softw..

[3]  Andy J. Keane,et al.  A compliance based design problem of structures under multiple load cases , 2010 .

[4]  Gautam Appa,et al.  On the uniqueness of solutions to linear programs , 2002, J. Oper. Res. Soc..

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

[6]  Gengdong Cheng,et al.  STUDY ON TOPOLOGY OPTIMIZATION WITH STRESS CONSTRAINTS , 1992 .

[7]  Andrzej Osyczka,et al.  Multicriteria Design Optimization: Procedures and Applications , 1990 .

[8]  Juhani Koski,et al.  Multicriteria Design Optimization , 1990 .

[9]  Arkadi Nemirovski,et al.  Robust Truss Topology Design via Semidefinite Programming , 1997, SIAM J. Optim..

[10]  G. Rozvany Stress ratio and compliance based methods in topology optimization – a critical review , 2001 .

[11]  Kaisa Miettinen,et al.  Nonlinear multiobjective optimization , 1998, International series in operations research and management science.

[12]  M. Bendsøe,et al.  Optimization methods for truss geometry and topology design , 1994 .

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

[14]  Karim Abdel-Malek,et al.  A new hybrid fuzzy-goal programming scheme for multi-objective topological optimization of static and dynamic structures under multiple loading conditions , 2006 .

[15]  Harvey J. Greenberg,et al.  Automatic design of optimal structures , 1964 .

[16]  J. Koski,et al.  Norm methods and partial weighting in multicriterion optimization of structures , 1987 .

[17]  Uri Kirsch,et al.  Optimal Topologies of Structures , 1989 .

[18]  Kristo Mela,et al.  Multicriterion Compliance Minimization and Stress-constrained Minimum Weight Design of a Three-bar Truss , 2011 .

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

[20]  Charles Gide,et al.  Cours d'économie politique , 1911 .