Effect of Design Parameters on Shear Lag in Orthotropic Deck of Steel Road Bridges
By: Cătălin Moga, Claudia Pondichi-Alb and Mircea Suciu
References
- *** SR EN 1993-1-5:2006. Eurocod 3 (EC3-1-5): Proiectarea structurilor de oțel. Partea 1-5: Elemente din plăci plane solicitate în planul lor.
- *** SR EN 1993-2:2007: Proiectarea structurilor de oțel. Partea 2: Poduri din oțel.
- Beg D., Kuhlmann U., Davaine L., Braun B., Design of Plated Structures, ECCS. 2010.
- 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.
- Moga P., Euronorme. Calculul elementelor metalice, UT PRESS, 2018.
- Moga C., Feneşan C., Suciu M., Effective width of steel flange girders related to shear lag phenomenon, Buletinul Univ. Tehn. „Gh. Asachi”, Vol. 66. Nr. 1/2020.
- Moga C., Drăgan D., Nerişanu R., Effects of Shear Lag in Steel Box Girders of a Crane Runway, Ovidius University Annals Series: Civil Engineering, 2020.10.2478/ouacsce-2020-0003
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Language: English
Page range: 95 - 104
Submitted on: Feb 26, 2021
Accepted on: Jun 23, 2021
Published on: Mar 12, 2022
Published by: Gheorghe Asachi Technical University of Iasi
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
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© 2022 Cătălin Moga, Claudia Pondichi-Alb, Mircea Suciu, published by Gheorghe Asachi Technical University of Iasi
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.