Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 16, No. 61 (2022)

Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis

Author and affiliation details
  • Yazid Hadidane Corresponding author Civil Engineering Laboratory, Badji Mokhtar Annaba University, PO Box 12, 23000 Annaba, Algeria y.hadidane@gmail.com
  • Nadia Kouider Civil Engineering Laboratory, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria
  • Mohammed Benzerara Civil Engineering Laboratory (LGC), Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria
DOI
10.3221/IGF-ESIS.61.05
Pages
69-88
Published
Licence
CC BY 4.0
Published inVol. 16, No. 61 (2022)Go to the issue

Abstract

Cold-formed steel (CFS) structural members retain their positions in the lightweight construction industry. This is due to the significant advantages of CFS. The optimization of these CFS elements will allow the construction of economical buildings with increased load capacities and solutions for stable and economical construction will be obtained. The main aim of this research was to evaluate the effectiveness of these new CFS sections with the estimation of remarkable instabilities and failure modes. This article deals with an experimental study on the behavior of CFS beams of open delta and bi-delta form stressed by four-point bending loads. These cross section shapes are often used in floors as main and secondary beams. The section properties are based on the effective width method designated by the Eurocode 3 standard. A nonlinear finite element (FE) analysis using the ABAQUS program is performed and the comparison between the experimental, numerical and theoretical results is done.

Finally, the results showed above all that the breaking loads of the delta and bi-delta beams corresponded to the modes of local buckling and crushing of the web.

Keywords

Article history

  1. ReceivedUntil the next stage: 54 days
  2. RevisedUntil the next stage: 9 days
  3. AcceptedUntil the next stage: 76 days
  4. Published

How to cite

APA

Hadidane, Y., Kouider, N., & Benzerara, M. (2022). Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis. Fracture and Structural Integrity, 16(61), 69–88. https://doi.org/10.3221/IGF-ESIS.61.05

IEEE

Y. Hadidane, N. Kouider, and M. Benzerara, “Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis,” Fracture and Structural Integrity, vol. 16, no. 61, pp. 69–88, 2022, doi: 10.3221/IGF-ESIS.61.05.

MLA

Hadidane, Yazid, et al. “Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis.” Fracture and Structural Integrity, vol. 16, no. 61, 2022, pp. 69–88. https://doi.org/10.3221/IGF-ESIS.61.05.

Chicago

Hadidane, Yazid, Nadia Kouider, and Mohammed Benzerara. 2022. “Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis.” Fracture and Structural Integrity 16 (61): 69–88. https://doi.org/10.3221/IGF-ESIS.61.05.

Harvard

Hadidane, Y., Kouider, N. and Benzerara, M. (2022) ‘Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis’, Fracture and Structural Integrity, 16(61), pp. 69–88. doi: 10.3221/IGF-ESIS.61.05.

Vancouver

Hadidane Y, Kouider N, Benzerara M. Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis. Fracture and Structural Integrity. 2022;16(61):69-88. doi:10.3221/IGF-ESIS.61.05

BibTeX

@article{hadidane2022, author = {Hadidane, Yazid and Kouider, Nadia and Benzerara, Mohammed}, title = {Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis}, journal = {Fracture and Structural Integrity}, year = {2022}, volume = {16}, number = {61}, pages = {69--88}, doi = {10.3221/IGF-ESIS.61.05}, url = {https://doi.org/10.3221/IGF-ESIS.61.05}, issn = {1971-8993} }

RIS

TY - JOUR AU - Hadidane, Yazid AU - Kouider, Nadia AU - Benzerara, Mohammed TI - Flexural behavior of delta and bi-delta cold-formed steel beams: experimental investigation and numerical analysis JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2022 DA - 2022/06/19 VL - 16 IS - 61 SP - 69 EP - 88 DO - 10.3221/IGF-ESIS.61.05 UR - https://doi.org/10.3221/IGF-ESIS.61.05 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2022 Yazid Hadidane, Nadia Kouider, Mohammed Benzerara.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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