<abstract xmlns="http://www.w3.org/1999/xhtml">

The phenomenon of shear lag refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decreases in the flange stresses away from these junctions.
In the plated structures with wide flanges, such as in the orthotropic deck of the steel road bridges, shear lag caused by shear strains, may be taken into account by a reduced flange width concentrated along the webs of the steel plate girders.
In the norm EN 1993-1-5, the concept of taking shear lag into account is based on effectives width of the flange which is defined in order to have the same total normal force in the gross flange subjected to the real transverse stress distribution as the effective flange subjected to a uniform stress equal to the maximum stress of the real transverse distribution.
This paper presents some aspects concerning the shear lag phenomenon and a design analysis taking into account the geometrical parameters such as the stiffeners thickness, flange width and the girder span for a steel deck of a road bridge.
</abstract>

The phenomenon of shear lag refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decreases in the flange stresses away from these junctions.
In the plated structures with wide flanges, such as in the orthotropic deck of the steel road bridges, shear lag caused by shear strains, may be taken into account by a reduced flange width concentrated along the webs of the steel plate girders.
In the norm EN 1993-1-5, the concept of taking shear lag into account is based on effectives width of the flange which is defined in order to have the same total normal force in the gross flange subjected to the real transverse stress distribution as the effective flange subjected to a uniform stress equal to the maximum stress of the real transverse distribution.
This paper presents some aspects concerning the shear lag phenomenon and a design analysis taking into account the geometrical parameters such as the stiffeners thickness, flange width and the girder span for a steel deck of a road bridge.

Effect of Design Parameters on Shear Lag in Orthotropic Deck of Steel Road Bridges

Bulletin of the Polytechnic Institute of Iași. Construction. Architecture Section

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

The phenomenon of shear lag refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decreases in the flange...

Effect of Design Parameters on Shear Lag in Orthotropic Deck of Steel Road Bridges

Publié en ligne: 12 mars 2022

Pages: 95 - 104

Reçu: 26 févr. 2021

Accepté: 23 juin 2021

DOI: https://doi.org/10.2478/bipca-2021-0018

Mots clés
shear lag, road bridge, orthotropic steel deck, geometrical parameters influence, EN 1993-1-5, EN 1993-2

© 2021 Cătălin Moga et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Effect of Design Parameters on Shear Lag in Orthotropic Deck of Steel Road Bridges

Publié en ligne: 12 mars 2022

Pages: 95 - 104

Reçu: 26 févr. 2021

Accepté: 23 juin 2021

DOI: https://doi.org/10.2478/bipca-2021-0018

Mots clésshear lag, road bridge, orthotropic steel deck, geometrical parameters influence, EN 1993-1-5, EN 1993-2

© 2021 Cătălin Moga et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Mots clés
shear lag, road bridge, orthotropic steel deck, geometrical parameters influence, EN 1993-1-5, EN 1993-2