TR
EN
Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method
Öz
The aim of this study is to determine the optimal shape and clearance of the web openings in order to both increase the carrying capacity and decrease the weight of classic perforated beams by using evolutionary topological optimization technique. The effects of the optimal shape and web openings has been obtained by the application of the evolutionary topological optimization through finite elements method, and then the obtained optimal beam has been compared with widely used perforated beams in the market by using stress and displacement analysis. The designed beam was seemed to have more advantages then the widely used ones in industry with a less weight and higher carrying capacity. With the topology optimization, the usual classic perforated beams’ geometry has been changed and stiffness was improved.
Anahtar Kelimeler
Kaynakça
- [1] Tsavdaridis, K. D., Kingman, J. J., & Toropov, V. V. (2015). Application of structural topology optimisation to perforated steel beams. Computers & structures, 158, 108-123.
- [2] Srimani, S. S., & Das, P. K. (1978). Finite element analysis of castellated beams. Computers & structures, 9(2), 169-174.
- [3] Erdal, F., Doğan, E., & Saka, M. P. (2011). Optimum design of cellular beams using harmony search and particle swarm optimizers. Journal of Constructional Steel Research, 67(2), 237-247.
- [4] Sharifi, Y., Moghbeli, A., Hosseinpour, M., & Sharifi, H. (2020). Study of neural network models for the ultimate capacities of cellular steel beams. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 44(2), 579-589.
- [5] Weidlich, C. M., Sotelino, E. D., & Cardoso, D. C. (2021). An application of the direct strength method to the design of castellated beams subject to flexure. Engineering Structures, 243, 112646.
- [6] Knowles PR. Castellated beams. Proceedings of the ınstitution of civil engineers, 1991;90:521–36.
- [7] Redwood, R. G. (1969). The strength of steel beams with unreinforced web holes. Civil engineering and public works review, 64(755), 559-562..
- [8] Kerdal, D., & Nethercot, D. A. (1984). Failure modes for castellated beams. Journal of constructional steel research, 4(4), 295-315.
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
31 Aralık 2022
Gönderilme Tarihi
20 Eylül 2022
Kabul Tarihi
27 Ekim 2022
Yayımlandığı Sayı
Yıl 2022 Cilt: 6 Sayı: 2
APA
Çelik, E., & Savaş, V. (2022). Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method. AURUM Journal of Engineering Systems and Architecture, 6(2), 225-237. https://doi.org/10.53600/ajesa.1177628
AMA
1.Çelik E, Savaş V. Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method. A-JESA. 2022;6(2):225-237. doi:10.53600/ajesa.1177628
Chicago
Çelik, Ender, ve Vedat Savaş. 2022. “Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method”. AURUM Journal of Engineering Systems and Architecture 6 (2): 225-37. https://doi.org/10.53600/ajesa.1177628.
EndNote
Çelik E, Savaş V (01 Aralık 2022) Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method. AURUM Journal of Engineering Systems and Architecture 6 2 225–237.
IEEE
[1]E. Çelik ve V. Savaş, “Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method”, A-JESA, c. 6, sy 2, ss. 225–237, Ara. 2022, doi: 10.53600/ajesa.1177628.
ISNAD
Çelik, Ender - Savaş, Vedat. “Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method”. AURUM Journal of Engineering Systems and Architecture 6/2 (01 Aralık 2022): 225-237. https://doi.org/10.53600/ajesa.1177628.
JAMA
1.Çelik E, Savaş V. Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method. A-JESA. 2022;6:225–237.
MLA
Çelik, Ender, ve Vedat Savaş. “Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method”. AURUM Journal of Engineering Systems and Architecture, c. 6, sy 2, Aralık 2022, ss. 225-37, doi:10.53600/ajesa.1177628.
Vancouver
1.Ender Çelik, Vedat Savaş. Dimension Analysis of Bending Perforated Beams with the Evolutionary Topological Optimization Method. A-JESA. 01 Aralık 2022;6(2):225-37. doi:10.53600/ajesa.1177628