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Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings

Yıl 2021, , 38 - 49, 31.08.2021
https://doi.org/10.46740/alku.883187

Öz

The use of perforated steel beams (PSBs) has become of great importance due to their wide application in building construction and their beneficial uses as they are economical in terms of cost in addition to their lightweight. The aim of this study is to investigate the static behavior of castellated beams with different web openings. A 3D finite element analysis is performed based using ABAQUS, to find out which type of beam gives the best performance under the same distributed load and fixed support condition. Different shapes are used for the web openings and compared with the basic shape of the hexagon, taking the same area into consideration for all shapes. In this paper, a new design model is developed using more than one shape in the web opening. Displacement and stress results are carried out and compared for various cases.

Destekleyen Kurum

yok

Proje Numarası

yok

Kaynakça

  • Referans[1] Deepha, R., Jayalekshmi, S. ve Jagadeesan, K., 2020, Nonlinear analysis of castellated ISMB150–I beam with hexagonal openings–A finite element approach, Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2020.09.369
  • Referans[2] Mehetre, A. T., Talikoti, R. S., 2020, Effect of Fillet Radii on Moment Carrying Capacity of Sinusoidal Web Opening Castellated Steel Beams in Comparison with Hexagonal Web Openings, RS Iranian Journal of Science Technology , Transactions of Civil Engineering, 44, 151–161. https://doi.org/10.1007/s40996-020-00378-w

Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings

Yıl 2021, , 38 - 49, 31.08.2021
https://doi.org/10.46740/alku.883187

Öz

The use of perforated steel beams (PSBs) has become of great importance due to their wide application in building construction and their beneficial uses as they are economical in terms of cost in addition to their lightweight. The aim of this study is to investigate the static behavior of castellated beams with different web openings. A 3D finite element analysis is performed based using ABAQUS, to find out which type of beam gives the best performance under the same distributed load and fixed support condition. Different shapes are used for the web openings and compared with the basic shape of the hexagon, taking the same area into consideration for all shapes. In this paper, a new design model is developed using more than one shape in the web opening. Displacement and stress results are carried out and compared for various cases.

Proje Numarası

yok

Kaynakça

  • Referans[1] Deepha, R., Jayalekshmi, S. ve Jagadeesan, K., 2020, Nonlinear analysis of castellated ISMB150–I beam with hexagonal openings–A finite element approach, Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2020.09.369
  • Referans[2] Mehetre, A. T., Talikoti, R. S., 2020, Effect of Fillet Radii on Moment Carrying Capacity of Sinusoidal Web Opening Castellated Steel Beams in Comparison with Hexagonal Web Openings, RS Iranian Journal of Science Technology , Transactions of Civil Engineering, 44, 151–161. https://doi.org/10.1007/s40996-020-00378-w
Toplam 2 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Sılda Doorı 0000-0002-0977-1253

Ahmad Reshad Noorı 0000-0001-6232-6303

Proje Numarası yok
Yayımlanma Tarihi 31 Ağustos 2021
Gönderilme Tarihi 19 Şubat 2021
Kabul Tarihi 10 Mart 2021
Yayımlandığı Sayı Yıl 2021

Kaynak Göster

APA Doorı, S., & Noorı, A. R. (2021). Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings. ALKÜ Fen Bilimleri Dergisi, 3(2), 38-49. https://doi.org/10.46740/alku.883187
AMA Doorı S, Noorı AR. Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings. ALKÜ Fen Bilimleri Dergisi. Ağustos 2021;3(2):38-49. doi:10.46740/alku.883187
Chicago Doorı, Sılda, ve Ahmad Reshad Noorı. “Finite Element Approach for the Bending Analysis of Castellated Steel Beams With Various Web Openings”. ALKÜ Fen Bilimleri Dergisi 3, sy. 2 (Ağustos 2021): 38-49. https://doi.org/10.46740/alku.883187.
EndNote Doorı S, Noorı AR (01 Ağustos 2021) Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings. ALKÜ Fen Bilimleri Dergisi 3 2 38–49.
IEEE S. Doorı ve A. R. Noorı, “Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings”, ALKÜ Fen Bilimleri Dergisi, c. 3, sy. 2, ss. 38–49, 2021, doi: 10.46740/alku.883187.
ISNAD Doorı, Sılda - Noorı, Ahmad Reshad. “Finite Element Approach for the Bending Analysis of Castellated Steel Beams With Various Web Openings”. ALKÜ Fen Bilimleri Dergisi 3/2 (Ağustos 2021), 38-49. https://doi.org/10.46740/alku.883187.
JAMA Doorı S, Noorı AR. Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings. ALKÜ Fen Bilimleri Dergisi. 2021;3:38–49.
MLA Doorı, Sılda ve Ahmad Reshad Noorı. “Finite Element Approach for the Bending Analysis of Castellated Steel Beams With Various Web Openings”. ALKÜ Fen Bilimleri Dergisi, c. 3, sy. 2, 2021, ss. 38-49, doi:10.46740/alku.883187.
Vancouver Doorı S, Noorı AR. Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings. ALKÜ Fen Bilimleri Dergisi. 2021;3(2):38-49.