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Shear Lag and Local Buckling Interaction in Orthotropic Deck of Steel Bridges Cover

Shear Lag and Local Buckling Interaction in Orthotropic Deck of Steel Bridges

Open Access
|Feb 2022

References

  1. Trahair, N.S., Bradford, M.A., Nethercot, D.A., Gardner, L.: The behaviour and design of steel structures to EC3. Taylor & Francis. London. Fourth edition. 2008.
  2. *** SR EN 1993-1-5: 2006. Eurocod 3 (EC3-1-5): Proiectarea structurilor de oţel. Partea 1-5: Elemente din plăci plane solicitate în planul lor.
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  4. Johansson, B., Maquoi, R., Sedlacek, G., Müller, C., Beg, D.: Commentary and worked examples to EN 1993-1-5 „Plated structural elements” (programme of CEN/TC 250). 2007
  5. Moga, C., Feneşan, Crina, Suciu, M.: Effective width of steel flange girders related to shear lag phenomenon. Buletinul Univ. Tehn. „Gh. Asachi”. Vol. 66. Nr. 1/2020
  6. Moga, C., Drăgan, Delia, Nerişanu, Raluca: Effects of Shear Lag in Steel Box Girders of a Crane Runway. Ovidius University Annals Series: Civil Engineering. 202010.2478/ouacsce-2020-0003
  7. Moga, P.: Euronorme. Calculul elementelor metalice. UT Press, 2018
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DOI: https://doi.org/10.2478/bipca-2021-0006 | Journal eISSN: 2068-4762 | Journal ISSN: 1224-3884
Language: English
Page range: 67 - 79
Submitted on: Feb 21, 2021
Accepted on: Mar 4, 2021
Published on: Feb 18, 2022
Published by: Gheorghe Asachi Technical University of Iasi
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2022 Cătălin Moga, Crina Fenesan, Mircea Suciu, published by Gheorghe Asachi Technical University of Iasi
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.