Publications internationales

2023
Mohammed Benzerara , Yasmina Biskri , Messaoud Saidani , Fayçal Slimani and Redjem Belouettar . (2023), High-Temperature Behavior of Polyethylene-Terephthalate- Fiber-Reinforced Sand Concrete: Experimental InvestigationFibers 2023, 11, 46. https://doi.org/10.3390/fib11050046
2022
Faycal Slimani, Mohammed Benzerara et Messaoud Saidani. (2022), Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses. Frattura ed Integrità Strutturalehttps://www.fracturae.com/index.php/fis/article/view/3557/3638

Publications nationales

2018
Faycal Slimani, Redjel Bachir, Messaoud Saidani et Kebaili Bachir. (2018), Analyse expérimentale et numérique du comportement des joints des poutres en treillis métalliques de section rectangulaire creuse . Revue Synthèse Numéro 36https://synthese.univ-annaba.dz/?p=7675

Communications internationales

2021
Faycal Slimani, Messaoud Saidani et Louetri Latifa. (2021), Behavior K-Joint Truss Connection with Rectangular Hollow Section . The International Congress on Phenomenological Aspects in Civil Engineering https://www.acapublishing.com/dosyalar/baski/PACE_2021_290.pdf

Résumé: This study is concerned with the study of the plastic behaviour of overlapped K-joint of lattice girders, made up of elements of rectangular hollow section with very thin walls. An experimental study was carried out on three full-scale truss girders with the same sections and different geometry. According to studies, the main parameters which have defined the strength of overlapped K-joints are the ratio between the width of the diagonals and that of the chord, the ratio between the width of the chord and that of its thickness and the angle of the diagonal with the chord. The latter was the parameter taken in this work. A numerical investigation was combined in order to draw up a comparative assessment of the behaviour. This study will certainly make it possible to better apprehend one of the main parameters governing the behavior of the joints of beams of hollow rectangular sections and to define the analytical model appropriate to this type of beam. It appears that in this study the very thin-walled sections exhibit a different behaviour compared to the trusses with more or less thick or thin sections. Pl

Faycal Slimani, Messaoud Saidani et Louetri Latifa. (2021), Plastic behavior of the joint in rectangular hollow section trusses. International Graduate Studies Congress (IGSCONG'21) http://www.mei.org.in/call-for-paper-international-graduate-studies-congress
Faycal Slimani, Messaoud Saidani et Louetri Latifa. (2021), Contribution of behavior truss joint of thin rectangular hollow section. 2nd International Symposium on Construction Management and Civil Engineeringhttp://ftech.univ-skikda.dz/ISCMCE2021/