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

Moga Cătălin; Pondichi-Alb Claudia; Suciu Mircea

doi:10.2478/bipca-2021-0018

Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section (Jun 2021)

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

Moga Cătălin,
Pondichi-Alb Claudia,
Suciu Mircea

Affiliations

Moga Cătălin: Technical University of Cluj-Napoca, Faculty of Civil Engineering, Cluj-Napoca, Romania
Pondichi-Alb Claudia: Technical University of Cluj-Napoca, Faculty of Civil Engineering, Cluj-Napoca, Romania
Suciu Mircea: Technical University of Cluj-Napoca, Faculty of Civil Engineering, Cluj-Napoca, Romania

DOI: https://doi.org/10.2478/bipca-2021-0018
Journal volume & issue: Vol. 67, no. 2
pp. 95 – 104

Abstract

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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.

Published in Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section

ISSN: 1224-3884 (Print); 2068-4762 (Online)
Publisher: Sciendo
Country of publisher: Poland
LCC subjects: Fine Arts: Architecture; Technology: Engineering (General). Civil engineering (General)
Website: https://sciendo.com/journal/BIPCA

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