Behaviour Analysis of a Cross-Girder to Tie-Girder Connection at a Road Bridge Structure

Suciu, Mircea; Nerișanu, Raluca; Drăgan, Delia

doi:10.2478/ouacsce-2020-0004

Behaviour Analysis of a Cross-Girder to Tie-Girder Connection at a Road Bridge Structure

Ovidius University Annals of Constanta - Series Civil Engineering

Volume 22 (2020): Issue 1 (December 2020)

By: Mircea Suciu, Raluca Nerișanu and Delia Drăgan

Open Access

|Dec 2020

Abstract

This paper presents several theoretical issues regarding the behaviour and calculus of the connections made with end plates and bolts, including the cover plate for the tensile stress flange. An example for calculating the hybrid connection solution is also provided, when end plates are joined together with bolts and an additional cover plate over the joint area, at the elongated flange of the girder, a solution applied for a bridge for which the feasibility study was performed.

References

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DOI: https://doi.org/10.2478/ouacsce-2020-0004 | Journal eISSN: 2392-6139

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Language: English

Page range: 33 - 40

Published on: Dec 31, 2020

Published by: Ovidius University of Constanta

In partnership with: Paradigm Publishing Services

Publication frequency: 1 issue per year

Keywords:

arch steel bridges,

bolts (non-prestressed/prestressed),

girder-tie connection,

rigid and flexible end plate

Related subjects:

Architecture and design,

Architecture,

Architects, buildings,

Materials,

Engineering,

Introductions and overviews,

Engineering, other,

Physics,

Mechanics and fluid dynamics

© 2020 Mircea Suciu, Raluca Nerișanu, Delia Drăgan, published by Ovidius University of Constanta
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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