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Integrated Static–dynamic Assessment and Field-validated External Prestressing Strengthening of an Aging Steel Railway Bridge Cover

Integrated Static–dynamic Assessment and Field-validated External Prestressing Strengthening of an Aging Steel Railway Bridge

Open Access
|May 2026

Abstract

The BH 25 steel truss railway bridge in Garut, Indonesia, exhibited a deviation from its intended camber during construction, raising concerns regarding its structural performance. This study presents an integrated assessment combining full-scale static and dynamic load testing with calibrated finite element modelling. A 90-ton CC206 locomotive was used to evaluate deflection and dynamic response. While the bridge satisfies serviceability requirements, a reduction in global stiffness is identified from its vibration characteristics. To mitigate this issue, an external prestressing system was implemented as a strengthening measure. The results confirm that the proposed intervention effectively restores camber and enhances dynamic performance. The study highlights the value of integrating field measurements with validated numerical modelling within a unified framework for both assessment and strengthening evaluation. This approach provides a practical basis for performance-based rehabilitation of steel railway bridges under operational conditions.

DOI: https://doi.org/10.2478/cee-2026-0111 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Submitted on: Mar 4, 2026
Accepted on: Mar 31, 2026
Published on: May 22, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2026 Sumargo Sumargo, Mardiana Oesman, Fachmi Fadli, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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