Diagnostics of prestressed ropes after multiannual operation – Bridge SNP Bratislava

Abstract Bridges, as public structures, are national infrastructure structures. The investment requirements and demands for safe operation should put them at the forefront of engineers' attention. The important SNP bridge in Bratislava (Slovakia), which is one of the first bridges in the world to be suspended entirely on cables, has been the subject of a diagnosis of its health after 50 years of operation. The article describes and documents the individual steps of this diagnostics ‐ identification of the rope material, the status of the rope material and its current strength properties, and the experimentally and computationally determination of the forces in the individual ropes and their cables. The uniqueness of all the diagnostic steps was that they were carried out directly in the outdoor conditions of full operation of the bridge. The achieved results are briefly documented in the paper. Conclusions and further necessary steps for the final comprehensive safety assessment of the bridge operation are formulated.

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Publication Details

Journal
ce/papers
Published
2024-09-01
DOI
https://doi.org/10.1002/cepa.3081
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
Field-Weighted Citation Impact
0.00
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article

Diagnostics of prestressed ropes after multiannual operation – Bridge SNP Bratislava

Tomáš Koščo, Matúš Margetin, Vladimír Chmelko
ce/papers
Structural Engineering and Vibration Analysis
article

Diagnostics of prestressed ropes after multiannual operation – Bridge SNP Bratislava

Tomáš Koščo, Matúš Margetin, Vladimír Chmelko
article en

Abstract

Abstract Bridges, as public structures, are national infrastructure structures. The investment requirements and demands for safe operation should put them at the forefront of engineers' attention. The important SNP bridge in Bratislava (Slovakia), which is one of the first bridges in the world to be suspended entirely on cables, has been the subject of a diagnosis of its health after 50 years of operation. The article describes and documents the individual steps of this diagnostics ‐ identification of the rope material, the status of the rope material and its current strength properties, and the experimentally and computationally determination of the forces in the individual ropes and their cables. The uniqueness of all the diagnostic steps was that they were carried out directly in the outdoor conditions of full operation of the bridge. The achieved results are briefly documented in the paper. Conclusions and further necessary steps for the final comprehensive safety assessment of the bridge operation are formulated.

ce/papersVol. 7(3-4)
Slovak University of Technology in Bratislava (SK)
Industry, innovation and infrastructure
Openalex Percentile: Top 83%
Structural Engineering and Vibration Analysis
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