OA14 ‐ BOWSTRING OF THE NEW RAILWAY LINE LUXEMBOURG‐BETTEMBOURG – CONSTRUCTION AND SPECIAL DESIGN CHALLENGES FOR HANGERS

Abstract The new railway line connecting Luxembourg and Bettembourg crosses the A3 highway at a steep angle (19.5°) with the bridge called OA14. The designed bridge is a bowstring structure with a single span of 186.85 meters. The bridge deck consists of two lateral metal box girders acting as a chord. The deck is a transversal filler beam, with spherical voids and lightweight concrete to reduce the structure's weight. The bridge features two inward‐inclined arches at 9°, which are doubled and serve as trusses. This significantly increases the stiffness of the arch whilst keeping the silhouette elegant. The deck follows the curved track alignment, the arches remain straight. Two times 12 hangers connect the arches to the girders, they are made of CHS profiles of S450H quality. This article gives an overview of the structure and its construction. It then gives a more detailed insight in the design of the hangers, especially the hanger‐girder connections.

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Publication Details

Journal
ce/papers
Published
2024-09-01
DOI
https://doi.org/10.1002/cepa.3056
Primary Topic
Structural Engineering and Materials Analysis
Type
article
Field-Weighted Citation Impact
0.00
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article

OA14 ‐ BOWSTRING OF THE NEW RAILWAY LINE LUXEMBOURG‐BETTEMBOURG – CONSTRUCTION AND SPECIAL DESIGN CHALLENGES FOR HANGERS

Patrick NOSBUSCH, Ettore SCIAN, Andrea DE CILLIA
ce/papers
Structural Engineering and Materials Analysis
article

OA14 ‐ BOWSTRING OF THE NEW RAILWAY LINE LUXEMBOURG‐BETTEMBOURG – CONSTRUCTION AND SPECIAL DESIGN CHALLENGES FOR HANGERS

Patrick NOSBUSCH, Ettore SCIAN, Andrea DE CILLIA
article en

Abstract

Abstract The new railway line connecting Luxembourg and Bettembourg crosses the A3 highway at a steep angle (19.5°) with the bridge called OA14. The designed bridge is a bowstring structure with a single span of 186.85 meters. The bridge deck consists of two lateral metal box girders acting as a chord. The deck is a transversal filler beam, with spherical voids and lightweight concrete to reduce the structure's weight. The bridge features two inward‐inclined arches at 9°, which are doubled and serve as trusses. This significantly increases the stiffness of the arch whilst keeping the silhouette elegant. The deck follows the curved track alignment, the arches remain straight. Two times 12 hangers connect the arches to the girders, they are made of CHS profiles of S450H quality. This article gives an overview of the structure and its construction. It then gives a more detailed insight in the design of the hangers, especially the hanger‐girder connections.

ce/papersVol. 7(3-4)
Openalex Percentile: Top 83%
Structural Engineering and Materials Analysis
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