Have a personal or library account? Click to login
Cross-Section Size Optimization of Cold-Formed Steel Lipped Channel Structural Members Subjected to Axial Compression Cover

Cross-Section Size Optimization of Cold-Formed Steel Lipped Channel Structural Members Subjected to Axial Compression

Open Access
|Dec 2022

References

  1. [1] BILYK, S. I. – YURCHENKO, V. V.: Size optimization of single edge folds for cold-formed structural members. Strength of Materials and Theory of Structures: Scientific-and-technical collected articles, Kyiv: KNUBA, Iss. 105, 2020, pp. 73-86, DOI: 10.32347/2410-2547.2020.105.73-86.
  2. [2] MOJTABAEI, S. M. – BECQUE, J. – HAJIRASOULIHA, I.: Structural size optimization of single and built-up cold-formed steel beam-column members. Journal of Structural Engineering, Vol. 147, Iss. 4, 2021, art. 04021030, DOI: 10.1061/(asce)st.1943-541x.0002987.
  3. [3] LENG, J.: Optimization Techniques for Structural Design of Cold-Formed Steel Structures. Recent Trends in Cold-Formed Steel Construction, Elsevier, 2016, pp. 129–151.10.1016/B978-0-08-100160-8.00006-2
  4. [4] LIANG, H. – ROY, K. – FANG, Z. – LIM, J. B. P.: A Critical Review on Optimization of Cold-Formed Steel Members for Better Structural and Thermal Performances. Buildings, Vol. 12 (1), 2022, 29 p., DOI: 10.3390/buildings12010034.
  5. [5] AMMASH, H. K.: Shape optimization of innovation cold-formed steel columns under uniaxial compressive loading. Jordan Journal of Civil Engineering, Vol. 11, Iss. 3, 2017, pp. 473-489.
  6. [6] LENG, J. – GUEST, J. K. – SCHAFER, B. W.: Shape optimization of cold-formed steel columns. Thin-Walled Structures, Vol. 49, 2011, pp. 1492–1503, DOI: 10.1016/j.tws.2011.07.009.
  7. [7] LENG, J. - LI, Z. - GUEST, J. K. - SCHAFER, B. W.: Shape optimization of cold-formed steel columns with fabrication and geometric enduse constraints. Thin-Walled Structures, Vol. 85, 2014, pp. 271–290, DOI: 10.1016/j.tws.2014.08.014.
  8. [8] WANG, B. - GILBERT, B. P. - GUAN, H. - TEH, L. H.: Shape optimisation of manufacturable and usable cold-formed steel singly-symmetric and open columns. Thin-Walled Structures, Vol. 109, 2016, pp. 271–284, DOI: 10.1016/j.tws.2016.10.004
  9. [9] YE, J. - HAJIRASOULIHA, I. -BECQUE, J. - PILAKOUTAS, K.: Development of more efficient cold-formed steel channel sections in bending. Thin-Walled Structures, Vol. 101, 2016, pp. 1–13, DOI: 10.1016 /j.tws.2015.12.021.
  10. [10] GATHEESHGAR, P. – POOLOGANATHAN, K. – GUNALAN, S. – SHYHA, I. – TSAVDARIDIS, K. D. – CORRADI, M.: Optimal design of cold-formed steel lipped channel beams: Combined bending, shear, and web crippling. Structures, Vol. 28, 2020, pp. 825–836, DOI: 10.1016/j.istruc.2020.09.027.
  11. [11] LEE, J. – KIM, S. M. – PARK, H. S. – WOO, B. H.: Optimum design of cold-formed steel channel beams using micro Genetic Algorithm. Engineering Structures, Vol. 27, 2005, pp. 17–24, DOI: 10.1016/j.engstruct.2004.08.008.
  12. [12] MOJTABAEI, S. M. – YE, J. – HAJIRASOULIHA, I.: Development of optimum cold-formed steel beams for serviceability and ultimate limit states using Big Bang-Big Crunch optimisation. Engineering Structures, Vol. 195, 2019, pp. 172–181, DOI: 10.1016/j.engstruct.2019.05.089
  13. [13] GATHEESHGAR, P. – POOLOGANATHAN, K. – GUNALAN, S. – TSAVDARIDIS, K. D. – NAGARATNAM, B. – IACOVIDOU, E.: Optimised cold-formed steel beams in modular building applications. Journal of Building Engineering, Vol. 32, 2020, 18 p., DOI: 10.1016/j.jobe.2020. 101607.
  14. [14] MA, W. – BECQUE, J. – HAJIRASOULIHA, I. – YE, J.: Cross-sectional optimization of cold-formed steel channels to Eurocode 3. Engineering Structures, Vol. 101, 2015, pp. 641–651, DOI: 10.1016/j.engstruct.2015.07.051.
  15. [15] PARASTESH, H. – HAJIRASOULIHA, I. – TAJI, H. – BAGHERI SABBAGH, A.: Shape optimization of cold-formed steel beam-columns with practical and manufacturing constraints. Journal of Constructional Steel Research, Vol. 155, 2019, pp. 249–259, DOI: 10.1016/j. jcsr.2018.12.031.
  16. [16] WANG, B. - BOSCO, G. L. - GILBERT, B. P. - GUAN, H. - TEH, L. H.: Unconstrained shape optimisation of singly-symmetric and open cold-formed steel beams and beam-columns. Thin-Walled Structures, Vol. 104, 2016, pp. 54–61, DOI: 10.1016/j.tws.2016.03.007.
  17. [17] PARASTESH, H. – M. MOJTABAEI, S. – TAJI, H. – HAJIRASOULIHA, I. – B. SABBAGH, A.: Constrained optimization of anti-symmetric cold-formed steel beam-column sections. Engineering Structures, Vol. 228, 2021, 16 p., DOI: 10.1016/j.engstruct.2020.111452.
  18. [18] YURCHENKO, V. – PELESHKO, I.: Improved gradient projection method for parametric optimisation of bar structures. Magazine of Civil Engineering, Vol. 98, Iss. 6, 2020, 16 p., DOI: 10.18720/MCE. 98.12.
  19. [19] YURCHENKO, V. V. – PELESHKO, I. D.: Searching for optimal pre-stressing of steel bar structures based on sensitivity analysis. Archives of Civil Engineering, Vol. 66, No. 3, 2020, pp. 525-540, DOI: 10.24425/ACE.2020.134411.
  20. [20] NIKOLIĆ, R. R. – DJOKOVIĆ, J. M. – BUJŇÁK, J.: Optimization of the sandwich column with the truss core which is subjected to the compressive loading. Civil and Environmental Engineering, Vol.12, Iss.1, 2016, pp. 47-54, DOI: 10.1515/cee-2016-0007.
  21. [21] PERMYAKOV, V. O. – YURCHENKO, V. V. – PELESHKO, I. D.: An optimum structural computer-aided design using hybrid genetic algorithm. Proceeding of the International Conference Progress in Steel, Composite and Aluminium Structures, 2006, pp. 819-826.
  22. [22] EN 1993-1-3:2006: EuroCode 3: Design of steel structures - Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting.
  23. [23] EN 1993-1-5:2006: EuroCode 3: Design of steel structures - Part 1-5: General rules – Plated structural elements.
  24. [24] EN 1993-1-1:2005: EuroCode 3: Design of steel structures - Part 1-1: General rules and rules for buildings.
  25. [25] Assortment ranges of the cold-formed profiles for light gauge steel structures of the Ukrainian manufacturers. UCSC-014-16, 2016. 32 p. (in Ukrainian).
DOI: https://doi.org/10.2478/cee-2022-0044 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Page range: 472 - 481
Published on: Dec 14, 2022
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2022 Vitalina Yurchenko, Anatoly Perelmuter, Ivan Peleshko, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.