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Title: Methodology for solving parametric optimization problems of steel structures // Magazine of Civil Engineering. – 2021. – № 7 (107). — С. 10705
Creators: Yurchenko V. V.; Peleshko I. D.
Imprint: 2021
Collection: Общая коллекция
Subjects: Строительство; Строительная механика; steel structures; parametric optimization; computer-aided design; mathematical modeling; operational loads; geometric parameters of structures; стальные конструкции; параметрическая оптимизация; автоматизированное проектирование; математическое моделирование; эксплуатационные нагрузки; геометрические параметры конструкций
UDC: 624.04
LBC: 38.112
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.107.5
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\67969

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Group: Anonymous

Network: Internet

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The main research goal is the development of a numerical methodology for solving parametric optimization problems of steel structures with orientation to software implementation in a computer-aided design system. The paper introduces a new mathematical model for parametric optimization problems of steel structures. The design variable vector includes geometrical parameters of the structure (node coordinates), cross-sectional dimensions of the structural members, as well as initial pre-stressing forces introduced into the specified redundant members of the structure. The system of constraints covers load-carrying capacities constraints formulated for all design sections of structural members of the steel structure subjected to all ultimate load case combinations. The displacements constraints formulated for the specified nodes of the steel structure subjected to all serviceability load case combinations have been also included into the system of constraints. The method of the objective function gradient projection onto the active constraints surface with simultaneous correction of the constraints violations has been used for solving the parametric optimization problem. A numerical algorithm for solving the formulated parametric optimization problems of steel structures has been developed in the paper. The comparison of the optimization results of truss structures presented by the paper confirms the validity of the optimum solutions obtained using the proposed numerical methodology.

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Table of Contents

  • 1. Introduction
  • 2. Methods
    • 2.1. Problem formulation for parametric optimization of steel structures
    • 2.2. An improved gradient projection method for solving the formulated parametric optimization problem
    • 2.3. A parametric optimization algorithm based on the gradient projection method
  • 3. Results and Discussion
    • 3.1. Geometry and cross-sectional optimization of a 19-bar cantilever truss
    • 3.2. Cross-sectional optimization of a 41-bar roof truss
  • 4. Conclusion

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