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The MINLP optimization approach to structural synthesis. Part I: A general view on simultaneous topology and parameter optimization
Author(s) -
Kravanja S.,
Kravanja Z.,
Bedenik B. S.
Publication year - 1998
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/(sici)1097-0207(19980930)43:2<263::aid-nme412>3.0.co;2-u
Subject(s) - topology optimization , mathematical optimization , dimension (graph theory) , series (stratigraphy) , optimization problem , topology (electrical circuits) , continuous optimization , regular polygon , mathematics , engineering , multi swarm optimization , finite element method , structural engineering , paleontology , combinatorics , pure mathematics , biology , geometry
This paper presents the Mixed‐Integer Non‐linear Programming (MINLP) optimization approach to structural synthesis. Non‐linear continuous/discrete non‐convex problems of structural synthesis are proposed to be solved by means of simultaneous topology, parameter and standard dimension optimization. Part I of this three‐part series of papers contains a general view of the MINLP approach to simultaneous topology and continuous parameter optimization. The MINLP optimization approach is performed through three steps. The first one includes the generation of a mechanical superstructure of different topology alternatives, the second one involves the development of an MINLP model formulation and the last one consists of a solution for the formulated MINLP problem. Some MINLP methods are also presented. A Modified OA/ER algorithm is applied to solve the MINLP problem and a simple example of a multiple cantilever beam is given to demonstrate the steps of the proposed MINLP optimization approach. As simultaneous optimization, extended to include also standard dimensions, requires additional effort, the development of suitable strategies to carry out the optimization is further discussed in Part II. The modelling of MINLP superstructures and the topology and parameter optimization of roller and sliding hydraulic steel gate structures are shown in Part III of the paper. An example of the synthesis of an already erected roller gate, i.e. the Intake Gate of Aswan II in Egypt, is presented as a comparative design research work. © 1998 John Wiley & Sons, Ltd.