Dunai, László and Horváth, Adrián and Kollár, Dénes and Kövesdi, Balázs Géza (2025) Reconstruction of the Széchenyi Chain Bridge in Budapest. LECTURE NOTES IN CIVIL ENGINEERING, 596. pp. 452-460. ISSN 2366-2557
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Abstract
The Széchenyi Chain Bridge is an almost 170-years-old historical structure located in the downtown of Budapest. Its reconstruction was made between 2020 and 2022, when the deck system of the bridge is replaced by an orthotropic deck and the main girder is renewed. During the design the damages and the rotation of the pins between the eyebars in the chain system were questionable due to corrosion and friction. Therefore, the rotation capacity and the corrosion grade of the chain elements were investigated before and during the reconstruction process to clearly determine the structural health and further lifetime. Four on-site measurements were executed to analyse these issues: (i) loading test to measure the bending moments in the chains and checking the rotation of the pins, (ii) one-year-long monitoring system operating during the renewal process having the aim to check the bending moment distribution in the chain elements during the reconstruction process, (iii) chain element corrosion measurements and (iv) load test of the reconstructed bridge. The paper introduces the new design, the measurement results regarding the corrosion grade and the monitoring system data. The main conclusions of the measurements and accomplishing statistical evaluations are presented in the paper to evaluate the structural health to estimate the further lifetime of the bridge.
| Item Type: | Article |
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| Additional Information: | Funding Agency and Grant Number: Hungarian Academy of Sciences [MTA-BME Lendulet LP2021-06/2021] Funding text: The authors express special thanks to the Designers (Fomterv Co. and MSc Ltd. design offices) for their cooperation within the expertizing tasks and evaluation of the onsite measurements. Special thanks are given to the Company Hidepito Co. who did execute the reconstruction work and provided the opportunity to execute the on-site measurements. They gave us always strong technical support during the execution of the measurements. The presented paper has been also supported by the Grant MTA-BME Lendulet LP2021-06/2021 "Theory of new generation steel bridges" program of the Hungarian Academy of Sciences. |
| Uncontrolled Keywords: | Historical bridge, Reconstruction, Corrosion, Risk assessment |
| Subjects: | T Technology / alkalmazott, műszaki tudományok > TG Bridge engineering / hídépítés |
| SWORD Depositor: | MTMT SWORD |
| Depositing User: | MTMT SWORD |
| Date Deposited: | 21 Sep 2026 08:33 |
| Last Modified: | 21 Sep 2026 08:33 |
| URI: | https://real.mtak.hu/id/eprint/246902 |
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