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Romanian Journal of Transport Infrastructure

The Journal of Technical University of Civil Engineering Bucharest

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Online
ISSN
2286-2218
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Some Investigations Performed for the Bridge Over Jiu at Aninoasa

Ionuţ Radu Răcănel
  • Assoc.Prof.PhD.eng., Technical University of Civil Engineering Bucharest, The Faculty of Railways, Roads and Bridges
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/ Marian Daraban
  • Assistant PhD.eng., Technical University of Civil Engineering Bucharest, The Faculty of Railways, Roads and Bridges
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/ Răzvan Stănescu
  • Assistant PhD Student, Technical University of Civil Engineering Bucharest, The Faculty of Railways, Roads and Bridges
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Published Online: 2015-02-06 | DOI: https://doi.org/10.1515/rjti-2015-0005

Abstract

The carrying structure of the bridge over the Jiu River at Aninoasa consists in two parallel concrete arches with variable height of the cross section, sustaining a concrete deck through vertical concrete hangers. In the time period passed since the bridge was erected, some structural elements shown damages. In order to establish the technical state of the bridge, a technical appraisement was performed and according to this, the most exposed elements to the risk of failure are the hangers.

The purpose of this paper is to present briefly both, the method used to test the actual bridge carrying capacity in situ and the finite element model developed for the static and dynamic analysis of the structure.

In order to estimate the state of the structural elements, two ways were followed. In the first stage, a test project was carried out and in the second stage, a complete 3D finite element model was developed to analyze the bridge structure.

The test project has foreseen the loading of the bridge by heavy unloaded trucks, disposed in some positions on the deck and the measurements of the deck and arches displacements. The positions of the trucks were established in order to obtain the maximum values both for arches transverse displacements and vertical displacements of the deck. Using electro-resistive transducers the hangers elongations and strains values on their cross section were also measured. These measured values were compared with those obtained from the numerical calculations performed by using the complete finite element model. By means of the finite element model, also the response of the structure following the dynamic action of vehicles was investigated.

Keywords: bridge; cracks; hangers; deck; grillage; reinforcing bars

References

  • [1]. ***, STAS 10101/OB-87, “Acţiuni în construcţii. Clasificarea şi gruparea acţiunilor pentru podurile de cale ferată şi şosea”.Google Scholar

  • [2]. ***, “CSI Analysis Reference Manual for SAP2000, Etabs and Safe, Computers and Structures Inc.”, Berkeley, California, 2007.Google Scholar

  • [3]. S.C. I.P.T.A.N.A S.A., “Proiect de consolidare a podului peste Jiul de Vest la Aninoasa”, 2007.Google Scholar

  • [4]. S.C. I.P.T.A.N.A S.A., S.C. INCERTRANS S.A., “Proiect de încercare a podului peste Jiul de Vest la Aninoasa”, 2007.Google Scholar

About the article

Published Online: 2015-02-06

Published in Print: 2012-12-01


Citation Information: Romanian Journal of Transport Infrastructure, ISSN (Online) 2286-2218, DOI: https://doi.org/10.1515/rjti-2015-0005.

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© 2015. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. BY-NC-ND 3.0

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