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O. Mouhat Faculty of Sciences at Tetouan, Communications Systems and Detection Laboratory, BP. 2121, Tetouan, 93002, Morocco

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A. Khamlichi Faculty of Sciences at Tetouan, Communications Systems and Detection Laboratory, BP. 2121, Tetouan, 93002, Morocco

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A. Limam LGCIE, University of Lyon, F-69100, Villeurbanne Cedex, France

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Abstract

Considering a stiffened panel made from an elastic homogeneous and isotropic material which suffers a single localized initial geometric imperfection, assessment of the buckling limit state under in-plane uniform axial compression in the direction of stiffeners was performed. Giving a topological configuration of the stiffened plate, focus was aimed at the combined effect resulting from geometrical dimensions and localized defect characteristics. The perfect stiffened plate taken as reference and diverse imperfect stiffened plates suffering a single localized initial geometric defect of the form of a square depression were analyzed in this work. Extensive parametric finite element simulations were performed according to full factorial design of experiment tables that were built on key intervening factors. It was found that the main parameters controlling the buckling stress for the perfect plate are the plate width, then the web height and width, then finally the interaction between plate width and web height. In case of imperfect plates, the most adverse situation was obtained with the defect placed on the intermediate segments of the stiffened plate. A reduction of the buckling stress as low as 56% was reached in this situation. The main factors influencing the buckling load for the imperfect plate differ according to the defect configuration.

  • [1]. D Faulkner 1975 A review of effective plating for use in the analysis of stiffened plating in bending and compression Journal of Ship Research 19 117.

    • Search Google Scholar
    • Export Citation
  • [2]. C A Carlsen 1980 A parametric study of collapse of stiffened plates in compression Journal of the Structural Engineer 58B 3340.

    • Search Google Scholar
    • Export Citation
  • [3]. C S Smith N Anderson J C Chapman P C Davidson P J Dowling 1991 Strength of stiffened plating under combined compression and lateral pressure Journal Transactions of Research Institute Naval Architecture 134 131147.

    • Search Google Scholar
    • Export Citation
  • [4]. G Y Grondin Q Chen A E Elwi J J R Cheng 1998 Stiffened steel plates under compression and bending Journal of Constructional Steel Research 45 125148.

    • Search Google Scholar
    • Export Citation
  • [5]. G Y Grondin A E Elwi J J R Cheng 1999 Buckling of stiffened steel plates: A parametric study Journal of Constructional Steel Research 50 151175.

    • Search Google Scholar
    • Export Citation
  • [6]. P Granath 1997 Behaviour of slender plate girders subjected to patch loading Journal of Constructional Steel Research 42 119.

  • [7]. R Chacon E Mirambell E Real 2009 Influence of designer-assumed initial conditions of the numerical modelling of steel plate girders subjected to patch loading Thin-Walled Structures 47 4 391402.

    • Search Google Scholar
    • Export Citation
  • [8]. N W Murray 1973 Buckling of stiffened panels loaded axially and bending Journal of the Structural Engineer 5 245301.

  • [9]. K Ghavami 1994 Experimental study of stiffened plates in compression up to collapse Journal of Constructional Steel Research 28 197221.

    • Search Google Scholar
    • Export Citation
  • [10]. S Z Hu Q Chen N Pegg T J E Zimmerman 1997 Ultimate collapse tests of stiffened-plate ship structural units Journal of Marine Structures 10 587610.

    • Search Google Scholar
    • Export Citation
  • [11]. Y G Pan L A Louca 1999 Experimental and numerical studies on the response of stiffened plates subjected to gas explosions Journal of Constructional Steel Research 52 171193.

    • Search Google Scholar
    • Export Citation
  • [12]. I A Sheikh G Y Grondin A E Elwi 2002 Stiffened steel plates under uniaxial compression Journal of Constructional Steel Research 58 10611080.

    • Search Google Scholar
    • Export Citation
  • [13]. K Ghavami M R Khedmatib 2006 Numerical and experimental investigations on the compression behaviour of stiffened plates Journal of Constructional Steel Research 62 10871100.

    • Search Google Scholar
    • Export Citation
  • [14]. O K Bedair 1997 Influence of stiffener location on the stability of stiffened plates under compression and in-plane bending International Journal of Mechanical Sciences 39 3349.

    • Search Google Scholar
    • Export Citation
  • [15]. S Y V Kumar M Mukhopadhyay 1999 A new finite element for buckling analysis of laminated stiffened plates Composite Structures 46 321331.

    • Search Google Scholar
    • Export Citation
  • [16]. O F Hughes B Ghosh Y Chen 2004 Improved prediction of simultaneous local and overall buckling of stiffened panels Journal of Thin-Walled Structures 42 827856.

    • Search Google Scholar
    • Export Citation
  • [17]. A Rahbar-Ranji 2013 Elastic buckling analysis of longitudinally stiffened plates with flat-bar stiffeners Ocean Engineering 85 4859.

    • Search Google Scholar
    • Export Citation
  • [18]. Abaqus Software user manuals, 2008.

  • [19]. G C Peace 1992 Taguchi methods, a hands-on approach.

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Senior editors

Editor-in-Chief: Ákos, LakatosUniversity of Debrecen, Hungary

Founder, former Editor-in-Chief (2011-2020): Ferenc Kalmár, University of Debrecen, Hungary

Founding Editor: György Csomós, University of Debrecen, Hungary

Associate Editor: Derek Clements Croome, University of Reading, UK

Associate Editor: Dezső Beke, University of Debrecen, Hungary

Editorial Board

  • Mohammad Nazir AHMAD, Institute of Visual Informatics, Universiti Kebangsaan Malaysia, Malaysia

    Murat BAKIROV, Center for Materials and Lifetime Management Ltd., Moscow, Russia

    Nicolae BALC, Technical University of Cluj-Napoca, Cluj-Napoca, Romania

    Umberto BERARDI, Toronto Metropolitan University, Toronto, Canada

    Ildikó BODNÁR, University of Debrecen, Debrecen, Hungary

    Sándor BODZÁS, University of Debrecen, Debrecen, Hungary

    Fatih Mehmet BOTSALI, Selçuk University, Konya, Turkey

    Samuel BRUNNER, Empa Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland

    István BUDAI, University of Debrecen, Debrecen, Hungary

    Constantin BUNGAU, University of Oradea, Oradea, Romania

    Shanshan CAI, Huazhong University of Science and Technology, Wuhan, China

    Michele De CARLI, University of Padua, Padua, Italy

    Robert CERNY, Czech Technical University in Prague, Prague, Czech Republic

    Erdem CUCE, Recep Tayyip Erdogan University, Rize, Turkey

    György CSOMÓS, University of Debrecen, Debrecen, Hungary

    Tamás CSOKNYAI, Budapest University of Technology and Economics, Budapest, Hungary

    Anna FORMICA, IASI National Research Council, Rome, Italy

    Alexandru GACSADI, University of Oradea, Oradea, Romania

    Eugen Ioan GERGELY, University of Oradea, Oradea, Romania

    Janez GRUM, University of Ljubljana, Ljubljana, Slovenia

    Géza HUSI, University of Debrecen, Debrecen, Hungary

    Ghaleb A. HUSSEINI, American University of Sharjah, Sharjah, United Arab Emirates

    Nikolay IVANOV, Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russia

    Antal JÁRAI, Eötvös Loránd University, Budapest, Hungary

    Gudni JÓHANNESSON, The National Energy Authority of Iceland, Reykjavik, Iceland

    László KAJTÁR, Budapest University of Technology and Economics, Budapest, Hungary

    Ferenc KALMÁR, University of Debrecen, Debrecen, Hungary

    Tünde KALMÁR, University of Debrecen, Debrecen, Hungary

    Milos KALOUSEK, Brno University of Technology, Brno, Czech Republik

    Jan KOCI, Czech Technical University in Prague, Prague, Czech Republic

    Vaclav KOCI, Czech Technical University in Prague, Prague, Czech Republic

    Imre KOCSIS, University of Debrecen, Debrecen, Hungary

    Imre KOVÁCS, University of Debrecen, Debrecen, Hungary

    Angela Daniela LA ROSA, Norwegian University of Science and Technology, Trondheim, Norway

    Éva LOVRA, Univeqrsity of Debrecen, Debrecen, Hungary

    Elena LUCCHI, Eurac Research, Institute for Renewable Energy, Bolzano, Italy

    Tamás MANKOVITS, University of Debrecen, Debrecen, Hungary

    Igor MEDVED, Slovak Technical University in Bratislava, Bratislava, Slovakia

    Ligia MOGA, Technical University of Cluj-Napoca, Cluj-Napoca, Romania

    Marco MOLINARI, Royal Institute of Technology, Stockholm, Sweden

    Henrieta MORAVCIKOVA, Slovak Academy of Sciences, Bratislava, Slovakia

    Phalguni MUKHOPHADYAYA, University of Victoria, Victoria, Canada

    Balázs NAGY, Budapest University of Technology and Economics, Budapest, Hungary

    Husam S. NAJM, Rutgers University, New Brunswick, USA

    Jozsef NYERS, Subotica Tech College of Applied Sciences, Subotica, Serbia

    Bjarne W. OLESEN, Technical University of Denmark, Lyngby, Denmark

    Stefan ONIGA, North University of Baia Mare, Baia Mare, Romania

    Joaquim Norberto PIRES, Universidade de Coimbra, Coimbra, Portugal

    László POKORÁDI, Óbuda University, Budapest, Hungary

    Roman RABENSEIFER, Slovak University of Technology in Bratislava, Bratislava, Slovak Republik

    Mohammad H. A. SALAH, Hashemite University, Zarqua, Jordan

    Dietrich SCHMIDT, Fraunhofer Institute for Wind Energy and Energy System Technology IWES, Kassel, Germany

    Lorand SZABÓ, Technical University of Cluj-Napoca, Cluj-Napoca, Romania

    Csaba SZÁSZ, Technical University of Cluj-Napoca, Cluj-Napoca, Romania

    Ioan SZÁVA, Transylvania University of Brasov, Brasov, Romania

    Péter SZEMES, University of Debrecen, Debrecen, Hungary

    Edit SZŰCS, University of Debrecen, Debrecen, Hungary

    Radu TARCA, University of Oradea, Oradea, Romania

    Zsolt TIBA, University of Debrecen, Debrecen, Hungary

    László TÓTH, University of Debrecen, Debrecen, Hungary

    László TÖRÖK, University of Debrecen, Debrecen, Hungary

    Anton TRNIK, Constantine the Philosopher University in Nitra, Nitra, Slovakia

    Ibrahim UZMAY, Erciyes University, Kayseri, Turkey

    Andrea VALLATI, Sapienza University, Rome, Italy

    Tibor VESSELÉNYI, University of Oradea, Oradea, Romania

    Nalinaksh S. VYAS, Indian Institute of Technology, Kanpur, India

    Deborah WHITE, The University of Adelaide, Adelaide, Australia

International Review of Applied Sciences and Engineering
Address of the institute: Faculty of Engineering, University of Debrecen
H-4028 Debrecen, Ótemető u. 2-4. Hungary
Email: irase@eng.unideb.hu

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2023  
Scimago  
Scimago
H-index
11
Scimago
Journal Rank
0.249
Scimago Quartile Score Architecture (Q2)
Engineering (miscellaneous) (Q3)
Environmental Engineering (Q3)
Information Systems (Q4)
Management Science and Operations Research (Q4)
Materials Science (miscellaneous) (Q3)
Scopus  
Scopus
Cite Score
2.3
Scopus
CIte Score Rank
Architecture (Q1)
General Engineering (Q2)
Materials Science (miscellaneous) (Q3)
Environmental Engineering (Q3)
Management Science and Operations Research (Q3)
Information Systems (Q3)
 
Scopus
SNIP
0.751


International Review of Applied Sciences and Engineering
Publication Model Gold Open Access
Online only
Submission Fee none
Article Processing Charge 1100 EUR/article
Regional discounts on country of the funding agency World Bank Lower-middle-income economies: 50%
World Bank Low-income economies: 100%
Further Discounts Limited number of full waivers available. Editorial Board / Advisory Board members: 50%
Corresponding authors, affiliated to an EISZ member institution subscribing to the journal package of Akadémiai Kiadó: 100%
Subscription Information Gold Open Access

International Review of Applied Sciences and Engineering
Language English
Size A4
Year of
Foundation
2010
Volumes
per Year
1
Issues
per Year
3
Founder Debreceni Egyetem
Founder's
Address
H-4032 Debrecen, Hungary Egyetem tér 1
Publisher Akadémiai Kiadó
Publisher's
Address
H-1117 Budapest, Hungary 1516 Budapest, PO Box 245.
Responsible
Publisher
Chief Executive Officer, Akadémiai Kiadó
ISSN 2062-0810 (Print)
ISSN 2063-4269 (Online)

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