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The assessment and condition survey of concrete prestressed bridges in the Czech railway network

The assessment and condition survey of concrete prestressed bridges in the Czech railway network
Auteur(s): , , ,
Présenté pendant IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, publié dans , pp. 868-875
DOI: 10.2749/prague.2022.0868
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Over the last few years, a detailed survey of a large number of prestressed bridge structures, approximately halfway through their expected service life, has been carried out on the railway network...
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Détails bibliographiques

Auteur(s): (Czech Technical University in Prague, Faculty of Civil Engineering, Department of Steel and Timber Structures, Prague, Czech Republic)
(Czech Technical University in Prague, Faculty of Civil Engineering, Department of Steel and Timber Structures, Prague, Czech Republic)
(Czech Technical University in Prague, Faculty of Civil Engineering, Department of Steel and Timber Structures, Prague, Czech Republic)
(PONTEX Ltd., Prague, Czech Republic)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Publié dans:
Page(s): 868-875 Nombre total de pages (du PDF): 8
Page(s): 868-875
Nombre total de pages (du PDF): 8
DOI: 10.2749/prague.2022.0868
Abstrait:

Over the last few years, a detailed survey of a large number of prestressed bridge structures, approximately halfway through their expected service life, has been carried out on the railway network in the Czech Republic. In addition to the detailed diagnostic survey, load capacity calculations have been carried out by a number of major consultancies. The majority of the structures were precast, however typical and atypical monolithic structures were also included.

The results of the evaluation, typical defects, concrete quality and strengths, condition of prestressing reinforcement, an overall condition found, and results regarding load capacity are presented in this paper.

Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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