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A Journal of Russian Academy of Sciences
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IssuesArchive of Issues2024-5pp.3038-3049

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M. Hamadi, A. Zatar, A.M. Al-Nadhari, and D. Hamadi, "Impact of Stiffener Configurations on the Bending Behavior of Thin Stainless-Steel Plates: Experimental and Numerical Study," Mech. Solids. 59 (5), 3038-3049 (2024)
Year 2024 Volume 59 Number 5 Pages 3038-3049
DOI 10.1134/S0025654424605123
Title Impact of Stiffener Configurations on the Bending Behavior of Thin Stainless-Steel Plates: Experimental and Numerical Study
Author(s) M. Hamadi (LARGHYDE Laboratory, Department of Civil Engineering and Hydraulics, Faculty of sciences and Technology, University of Biskra, Biskra, 07000 Algeria, meryemhamadi.phd@univ-biskra.dz)
A. Zatar (LARGHYDE Laboratory, Department of Civil Engineering and Hydraulics, Faculty of sciences and Technology, University of Biskra, Biskra, 07000 Algeria, abdallah.zatar@univ-biskra.dz)
A.M. Al-Nadhari (LARGHYDE Laboratory, Department of Civil Engineering and Hydraulics, Faculty of sciences and Technology, University of Biskra, Biskra, 07000 Algeria, a.alnadhari@univ-biskra.dz)
D. Hamadi (LARGHYDE Laboratory, Department of Civil Engineering and Hydraulics, Faculty of sciences and Technology, University of Biskra, Biskra, 07000 Algeria, d.hamadi@univ-biskra.dz)
Abstract This study investigates the influence of stiffeners and their positioning on the bending behavior of thin stainless-steel plates. Three experimental models were employed: a simple un-stiffened plate, a plate with one stiffener and a plate with two cross stiffeners with clamped boundary conditions. Numerical analysis with ABAQUS software and the C3D8IH solid finite element is carried out and the obtained results are compared to those found experimentally. The findings reveal that the introduction of stiffeners significantly enhances the structural rigidity of the plates, leading to reduced displacements under applied loads. Very good efficiency was observed where the accuracy of the numerical model improved with increasing load, particularly for the cross-stiffened configuration. The error rates between the numerical and experimental results decreased from 19.9336% at lower loads to as low as 0.1675% at higher loads, underscoring the effectiveness of stiffeners in minimizing deflection and aligning theoretical predictions with the experimental outcomes. This research provides valuable insights into the design of stiffened plates for applications requiring enhanced loadbearing capacity and reduced deformations.
Keywords stiffened plate, bending behavior, numerical analysis, experimental test, deflection reduction
Received 26 August 2024Revised 07 October 2024Accepted 07 October 2024
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