Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 16, No. 62 (2022)

Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses

Author and affiliation details
  • Faycal Slimani Corresponding author Civil Engineering Laboratory, Badji Mokhtar Annaba University, PO Box 12, 23000 Annaba, Algeria slimani_faycal@yahoo.fr
  • Mohammed Benzerara Civil Engineering Laboratory, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria & Materials, Geomaterials and Environment Laboratory, Department of Civil Engineering, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria
  • Messaoud Saidani Faculty of Engineering and Computing, Coventry University, Priory Street,Coventry CV1 5FB, UK
DOI
10.3221/IGF-ESIS.62.08
Pages
107-125
Published
Licence
CC BY 4.0
Published inVol. 16, No. 62 (2022)Go to the issue

Abstract

This paper is concerned with investigating of the plastic behaviour on gap K-joints of truss girders, made from thin-walled rectangular hollow section members. An experimental study was carried out on a full-scale girder under a concentrated load on two central nodes. A numerical analysis was carried out using ABAQUS in order to clearly see the behaviour of this type of joint and to make a comparison with the experimentation. This study will make it possible to examine attentively and to define the analytical model for this type of joint. The results obtained in this paper have shown that the sections with very thin-walled present different behaviours compared to the thin or more or less thick sections. As a result, the tested truss made it possible to observe the failure mode of this type of section, follow-up of a comparative study on the determination of the joint capacity by Eurocode 3 and CIDECT.

Keywords

Article history

  1. ReceivedUntil the next stage: 25 days
  2. Revision requestedUntil the next stage: 26 days
  3. RevisedUntil the next stage: 63 days
  4. AcceptedUntil the next stage: 52 days
  5. Published

How to cite

APA

Slimani, F., Benzerara, M., & Saidani, M. (2022). Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses. Fracture and Structural Integrity, 16(62), 107–125. https://doi.org/10.3221/IGF-ESIS.62.08

IEEE

F. Slimani, M. Benzerara, and M. Saidani, “Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses,” Fracture and Structural Integrity, vol. 16, no. 62, pp. 107–125, 2022, doi: 10.3221/IGF-ESIS.62.08.

MLA

Slimani, Faycal, et al. “Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses.” Fracture and Structural Integrity, vol. 16, no. 62, 2022, pp. 107–125. https://doi.org/10.3221/IGF-ESIS.62.08.

Chicago

Slimani, Faycal, Mohammed Benzerara, and Messaoud Saidani. 2022. “Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses.” Fracture and Structural Integrity 16 (62): 107–125. https://doi.org/10.3221/IGF-ESIS.62.08.

Harvard

Slimani, F., Benzerara, M. and Saidani, M. (2022) ‘Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses’, Fracture and Structural Integrity, 16(62), pp. 107–125. doi: 10.3221/IGF-ESIS.62.08.

Vancouver

Slimani F, Benzerara M, Saidani M. Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses. Fracture and Structural Integrity. 2022;16(62):107-125. doi:10.3221/IGF-ESIS.62.08

BibTeX

@article{slimani2022, author = {Slimani, Faycal and Benzerara, Mohammed and Saidani, Messaoud}, title = {Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses}, journal = {Fracture and Structural Integrity}, year = {2022}, volume = {16}, number = {62}, pages = {107--125}, doi = {10.3221/IGF-ESIS.62.08}, url = {https://doi.org/10.3221/IGF-ESIS.62.08}, issn = {1971-8993} }

RIS

TY - JOUR AU - Slimani, Faycal AU - Benzerara, Mohammed AU - Saidani, Messaoud TI - Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2022 DA - 2022/09/22 VL - 16 IS - 62 SP - 107 EP - 125 DO - 10.3221/IGF-ESIS.62.08 UR - https://doi.org/10.3221/IGF-ESIS.62.08 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2022 Faycal Slimani, Mohammed Benzerara, Messaoud Saidani.

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

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)