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

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

Abstract

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.

Supporting Institution

yok

Project Number

yok

References

  • 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

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

Abstract

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.

Project Number

yok

References

  • 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
There are 2 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Makaleler
Authors

Sılda Doorı 0000-0002-0977-1253

Ahmad Reshad Noorı 0000-0001-6232-6303

Project Number yok
Publication Date August 31, 2021
Submission Date February 19, 2021
Acceptance Date March 10, 2021
Published in Issue Year 2021

Cite

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. August 2021;3(2):38-49. doi:10.46740/alku.883187
Chicago Doorı, Sılda, and Ahmad Reshad Noorı. “Finite Element Approach for the Bending Analysis of Castellated Steel Beams With Various Web Openings”. ALKÜ Fen Bilimleri Dergisi 3, no. 2 (August 2021): 38-49. https://doi.org/10.46740/alku.883187.
EndNote Doorı S, Noorı AR (August 1, 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 and A. R. Noorı, “Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings”, ALKÜ Fen Bilimleri Dergisi, vol. 3, no. 2, pp. 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 (August 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 and Ahmad Reshad Noorı. “Finite Element Approach for the Bending Analysis of Castellated Steel Beams With Various Web Openings”. ALKÜ Fen Bilimleri Dergisi, vol. 3, no. 2, 2021, pp. 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.