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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:Ikram Feddal,Houcine Zniker,Hicham Mezouara,Zakia Ngadi,Mohamed Khalil El Kouifat.Effect of Material and Geometric Defects on BucklingResistance of Stiffened Panels[J].Journal of Harbin Institute Of Technology(New Series),2025,32(4):72-81.DOI:10.11916/j.issn.1005-9113.2025002.
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Effect of Material and Geometric Defects on BucklingResistance of Stiffened Panels
Author NameAffiliation
Ikram Feddal Laboratory ICST, National School of Applied Sciences at Tetouan, Abdelmalek Essdi University, Tetouan B.P 2222, Morocco 
Houcine Zniker National Higher School of Mining of Rabat, Mohammed V University in Rabat, Agdal-Rabat B.P 8007, Morocco 
Hicham Mezouara Laboratory of Material Physics and Subatomic, Faculty of Sciences, Ibn Tofail University, Kenitra B.P 242, Morocco 
Zakia Ngadi Energy Team Faculty of Sciences of Tetouan, Abdelmalek Essdi University, Tétouan B.P 2222, Morocco 
Mohamed Khalil El Kouifat National Higher School of Mining of Rabat, Mohammed V University in Rabat, Agdal-Rabat B.P 8007, Morocco 
Abstract:
The buckling behavior of stiffened panels is significantly influenced by material and geometric defects, making it a critical factor in ensuring structural integrity and safety. These panels are widely used in mechanical, aerospace, marine, and civil engineering applications due to their ability to enhance bending stiffness with minimal additional weight. Under high loads or stress concentrations, localized structural failures can initiate global buckling in stiffened panels. This study investigates how such defects affect the critical buckling load, stiffness, and thickness of stiffened panels. Two finite element analyses were conducted: a linear analysis to identify the initial buckling mode and a nonlinear analysis using the Riks algorithm in Abaqus CAE, incorporating localized imperfections. The simulations show that material and geometric defects can reduce buckling resistance depending on their severity.
Key words:  Finite Element Method (FEM)  buckling  Friction Stir Welding (FSW)  stiffened panels  Abaqus CAE  imperfections
DOI:10.11916/j.issn.1005-9113.2025002
Clc Number:TB301
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