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OLŠÁK, M. KLUSÁČEK, L. SVOBODA, A. NEČAS, R.
Original Title
Long-term Behavior of Prestressed Bridge After Reconstruction & Strengthening by P-T
Type
article in a collection out of WoS and Scopus
Language
English
Original Abstract
The paper presents the reconstruction process of a single-track railway bridge with five spans, put into operation in 1961 on the Czech railway line. The reconstruction was realized in 2009. The original superstructure from precast post-tensioned beams was reinforced by composite slab-shaped channel with a continuous gravel ballast. Due to the increase of self-weight and the requirement for strengthening the structure for the effect of modern rail traffic loading, the structure was reinforced by free additional prestressing cables. Long-term monitoring of the structure has been carried out over a period of ten years to verify the project's assumptions in terms of service life and to demonstrate the suitability of the technology for the rehabilitation of similar prestressed bridges that were used quite extensively in the Czech Republic in the 1960s and 1970s. The second part of the paper also deals with the issues related to the evaluation of long-term monitoring of concrete bridges after reconstruction. The authors' findings are based on their experience gained during a ten-year monitoring of a railway prestressed bridge after reinforcement by free additional prestressing cables and new composite reinforced concrete slab.
Keywords
Strengthening; Post-Tensioning; Long-Term Monitoring; Prestressed Bridge; Temperature
Authors
OLŠÁK, M.; KLUSÁČEK, L.; SVOBODA, A.; NEČAS, R.
Released
20. 6. 2022
Location
Edinburgh
ISBN
0-947644-88-1
Book
18th International Conference: Structural Faults + Repair-2022
BibTex
@inproceedings{BUT178358, author="Martin {Olšák} and Ladislav {Klusáček} and Adam {Svoboda} and Radim {Nečas}", title="Long-term Behavior of Prestressed Bridge After Reconstruction & Strengthening by P-T", booktitle="18th International Conference: Structural Faults + Repair-2022", year="2022", address="Edinburgh", isbn="0-947644-88-1" }