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

Mircea Suciu; Raluca Nerișanu; Delia Drăgan

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

[1] Moga P. (2018), Euronorme. Calculul elementelor metalice., Ed. U.T. PRESS, Cluj-N.
Search in Google Scholar Back to article
[2] Guţiu Ş. I., Moga P., Moga C., Danciu A. (2016), The new arch bridge in the city of Sibiu, Romania, The 9^th International Conference “Bridges in Danube Basin”, published in “Procedia Engineering 156” ELSEVIER, pag. 132-13910.1016/j.proeng.2016.08.278
Search in Google Scholar Back to article
[3] Iliescu M., Guţiu Ş. I., Moga C. (2017), Technological Problems regarding the Design and Execution of the new Bridge over Cibin River in the City of Sibiu and the Bridge Impact in Reducing Pollution in the City Center Area, 10^th International Conference Interdisciplinarity in Engineering, INTER-ENG 2016, Book Series: Procedia Engineering,Volume: 181, published: 2017, pag. 20-2710.1016/j.proeng.2017.02.358
Search in Google Scholar Back to article
[4] Moga C., Suciu M., Drăgan D., Nerișanu R. (2019), Efficient connection of cross girders of arch steel road bridges. Buletinul Institultului Politehnic Iași. Vol. 65 (69). Nr. 2, pag. 45-64
Search in Google Scholar Back to article
[5] Kulak G. L., Fisher J. W., Struik J. H.A. (2001), Guide to Design Criteria for Bolted and Riveted Joints. AISC
Search in Google Scholar Back to article
[6] *** Design of structural connection to Eurocode 3. Leonardo da Vinci Project. 2003
Search in Google Scholar Back to article
[7] ***SR EN 1993-1-8/2006. Eurocod 3: Proiectarea structurilor de oţel. Partea 1-8
Search in Google Scholar Back to article
[8] European Steel Design Education Programme. ESDEP., The ESDEP Society
Search in Google Scholar Back to article
[9] *** Proiecte realizate de XC PROJECT și SC DRUMEX din Cluj-Napoca
Search in Google Scholar Back to article

Articles in this issue

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

Journal RSS Feed

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.

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