Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 16, No. 59 (2022)

Numerical investigation of the cold-formed I-beams bending strength with different web shapes

Author and affiliation details
  • Nadia Kouider Corresponding author Civil Engineering Laboratory, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria nadia.kouider23@gmail.com
  • Yazid Hadidane Civil Engineering Laboratory, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria
  • Mohammed Benzerara Materials, Geomaterials and Environment Laboratory, Department of Civil Engineering, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria
DOI
10.3221/IGF-ESIS.59.12
Pages
153-171
Published
Licence
CC BY 4.0
Published inVol. 16, No. 59 (2022)Go to the issue

Abstract

The wide use of cold-formed sections (CFS) in the field of steel constructions, favored by the multiple advantages they offer (lightness, ease of installation, etc.), has led us to reflect on a new process for manufacture of metal beams allowing the design of very large span hangars and a reduction in instability problems. This paper presents a study of the theoretical and numerical behavior of a large span CFS beam with different webs, a solid web, a triangular corrugated web, and a trapezoidal corrugated web. These beams are stressed by a concentrated bending load at mid-span. Numerical modeling was done using the finite element software ABAQUS. The results were validated with those theoretically found, based on the effective width method adopted in standard EN1993-1-3. The load capacity and failure modes of the beams were discussed. According to numerical and analytical analysis, corrugated web beams perform better than all other sections.

Keywords

Article history

  1. ReceivedUntil the next stage: 21 days
  2. Revision requestedUntil the next stage: 24 days
  3. RevisedUntil the next stage: 1 day
  4. AcceptedUntil the next stage: 68 days
  5. Published

How to cite

APA

Kouider, N., Hadidane, Y., & Benzerara, M. (2021). Numerical investigation of the cold-formed I-beams bending strength with different web shapes. Fracture and Structural Integrity, 16(59), 153–171. https://doi.org/10.3221/IGF-ESIS.59.12

IEEE

N. Kouider, Y. Hadidane, and M. Benzerara, “Numerical investigation of the cold-formed I-beams bending strength with different web shapes,” Fracture and Structural Integrity, vol. 16, no. 59, pp. 153–171, 2021, doi: 10.3221/IGF-ESIS.59.12.

MLA

Kouider, Nadia, et al. “Numerical investigation of the cold-formed I-beams bending strength with different web shapes.” Fracture and Structural Integrity, vol. 16, no. 59, 2021, pp. 153–171. https://doi.org/10.3221/IGF-ESIS.59.12.

Chicago

Kouider, Nadia, Yazid Hadidane, and Mohammed Benzerara. 2021. “Numerical investigation of the cold-formed I-beams bending strength with different web shapes.” Fracture and Structural Integrity 16 (59): 153–171. https://doi.org/10.3221/IGF-ESIS.59.12.

Harvard

Kouider, N., Hadidane, Y. and Benzerara, M. (2021) ‘Numerical investigation of the cold-formed I-beams bending strength with different web shapes’, Fracture and Structural Integrity, 16(59), pp. 153–171. doi: 10.3221/IGF-ESIS.59.12.

Vancouver

Kouider N, Hadidane Y, Benzerara M. Numerical investigation of the cold-formed I-beams bending strength with different web shapes. Fracture and Structural Integrity. 2021;16(59):153-171. doi:10.3221/IGF-ESIS.59.12

BibTeX

@article{kouider2021, author = {Kouider, Nadia and Hadidane, Yazid and Benzerara, Mohammed}, title = {Numerical investigation of the cold-formed I-beams bending strength with different web shapes}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {16}, number = {59}, pages = {153--171}, doi = {10.3221/IGF-ESIS.59.12}, url = {https://doi.org/10.3221/IGF-ESIS.59.12}, issn = {1971-8993} }

RIS

TY - JOUR AU - Kouider, Nadia AU - Hadidane, Yazid AU - Benzerara, Mohammed TI - Numerical investigation of the cold-formed I-beams bending strength with different web shapes JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/12/22 VL - 16 IS - 59 SP - 153 EP - 171 DO - 10.3221/IGF-ESIS.59.12 UR - https://doi.org/10.3221/IGF-ESIS.59.12 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Nadia Kouider, Yazid Hadidane, Mohammed Benzerara.

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

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