Skip to main content

Abstract

An algorithm for parametric optimization of steel plane frames is proposed, which is based on a meta-heuristic job search inspired strategy and genetic algorithms using the main and elite populations. A feature of this computational scheme is the ability to effectively solve an optimum problem without introducing penalty functions. This allows us to strictly consider the constraints in any algorithm run. Tension-compression deformations, bending and pure torsion of the rods are taken into account. The goal is to minimize the mass of the frame rods, taking into account active constraints on stresses, displacements and overall stability, including the stability of individual rods. The cross sections of rods vary on discrete sets of admissible options. Analyzing the considered structure’s deformations is performed using the finite-element method in the form of the displacement approach. The constraints on strength and stiffness are checked by iterative calculation of the stress-strain frame state, using a tangential stiffness matrix, which is formed considering the influence of normal forces on the bending of the rods. Information about the convergence of this computational process is required for the stability assessment of the structure. At the elite population formation stage, additional control is carried out on the stability of the frame’s options on the basis of checking the positive definiteness of the tangent stiffness matrix. The efficiency of the proposed approach to the optimal design of frame structures is illustrated by the example of a rod system made of round tubes.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. McCall, J.: Genetic algorithms for modelling and optimization. J. Comput. Appl. Math. 184(1), 205–222 (2005)

    Article  MathSciNet  Google Scholar 

  2. Perez, R.E., Behdinan, K.: Particle swarm approach for structural design optimization. Comput. Struct. 85, 1579–1588 (2007)

    Article  Google Scholar 

  3. Lee, K.S., Geem, Z.W., Lee, S.-H., Bae, K.-W.: The harmony search heuristic algorithm for discrete structural optimization. Eng. Optim. 37(7), 663–684 (2005)

    Article  MathSciNet  Google Scholar 

  4. Kaveh, A., Talatahari, S.: Optimum design of skeletal structures using imperialist competitive algorithm. Comput. Struct. 88(21–22), 1220–1229 (2010)

    Article  Google Scholar 

  5. Kaveh, A., Farhoudi, N.: A new optimization method: Dolphin echolocation. Adv. Eng. Softw. 59, 53–70 (2013)

    Article  Google Scholar 

  6. Lamberti, L.: An efficient simulated annealing algorithm for design optimization of truss structures. Comput. Struct. 86(19-20), 1936–1953 (2008)

    Article  Google Scholar 

  7. Kaveh, A., Khayatazad, M.: A new meta-metaheuristic method: ray optimization. Comput. Struct. 112–113, 283–294 (2012)

    Article  Google Scholar 

  8. Kaveh, A., Mahdavi, V.R.: Colliding bodies optimization method for optimum design of truss structures with continuous variables. Adv. Eng. Softw. 70, 1–12 (2014)

    Article  Google Scholar 

  9. Sadollaha, A., Bahreininejada, A., Eskandarb, H., Hamdia, M.: Mine blast algorithm for optimization of truss structures with discrete variables. Comput. Struct. 102–103, 49–63 (2012)

    Article  Google Scholar 

  10. Miguel, L.F.F., Lopez, R.H., Miguel, L.F.F.: Multimodal size, shape and topology optimization of truss structures using the firefly algorithm. Adv. Eng. Softw. 56, 23–37 (2013)

    Article  Google Scholar 

  11. Degertekin, S.O., Hayalioglu, M.S.: Sizing truss structures using teaching-learning-based optimization. Comput. Struct. 119, 177–188 (2013)

    Article  Google Scholar 

  12. Alberdi, R., Khandelwal, K.: Comparison of robustness of metaheuristic algorithms for steel frame optimization. Eng. Struct. 102, 40–60 (2015)

    Article  Google Scholar 

  13. Tejani, G.G., Bhensdadia, V.H., Bureerat, S.: Examination of three meta-heuristic algorithms for optimal design of planar steel frames. Adv. Comput. Des. 1(1), 79–86 (2016)

    Google Scholar 

  14. Serpik, I.N., Alekseytsev, A.V., Balabin, P.Y., Kurchenko, N.S.: Flat rod systems: optimization with overall stability control. Mag. Civil Eng. 76(8), 181–192 (2017)

    Google Scholar 

  15. Stolpe, M.: Truss optimization with discrete design variables: a critical review. Struct. Multi. Optim. 53(2), 349–374 (2016)

    Article  MathSciNet  Google Scholar 

  16. Serpik, I.N.: A metaheuristic job search inspired strategy for optimization of bearing structures (in Russian). In: Proceedings of the 7th Scientific and Practical Internet Conference on Interdisciplinary Research in Mathematical Modelling and Informatics, Tolyatti, Russian Federation, pp. 40–43 (2016). https://elibrary.ru/item.asp?id=25678372

  17. Zienkiewicz, O.C., Taylor, R.L., Fox, D.: The Finite Element Method for Solid and Structural Mechanics. Elsevier, Oxford (2014)

    MATH  Google Scholar 

  18. Wriggers, P.: Nonlinear Finite Element Methods. Springer, Heidelberg (2008)

    MATH  Google Scholar 

  19. Sergeyev, O.A., Kiselev, V.G., Sergeyeva, S.A.: Overall instability and optimization of bar structures with random defects in case of constraints on faultless operation probability (in Russian). Mag. Civil Eng. 44(9), 30–41 (2013)

    Article  Google Scholar 

  20. Serpik, I.N., Alekseytsev, A.V., Balabin, P.Y.: Mixed approaches to handle limitations and execute mutation in the genetic algorithm for truss size, shape and topology optimization. Period. Polytech. Civil Eng. 61(3), 471–482 (2017)

    Google Scholar 

  21. Serpik, I.N., Mironenko, I.V., Averchenkov, V.I.: Algorithm for evolutionary optimization of reinforced concrete frames subject to nonlinear material deformation. Proc. Eng. 150, 1311–1316 (2016)

    Article  Google Scholar 

Download references

Acknowledgment

The study was carried out with the financial support of the RFBR grant No. 18-08-00567.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Igor Serpik .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Serpik, I. (2020). Parametric Optimization of Steel Frames Using the Job Search Inspired Strategy. In: Murgul, V., Pasetti, M. (eds) International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy Technologies EMMFT 2018. EMMFT-2018 2018. Advances in Intelligent Systems and Computing, vol 982. Springer, Cham. https://doi.org/10.1007/978-3-030-19756-8_64

Download citation

Publish with us

Policies and ethics