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Evaluation of the Condition of Prefabricated Pretensioned Prestressed Beam Forming the Load-Bearing Structure of Bridges after About 60 Years of Use

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F24%3A00381997" target="_blank" >RIV/68407700:21610/24:00381997 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1007/978-981-99-4049-3_60" target="_blank" >http://dx.doi.org/10.1007/978-981-99-4049-3_60</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/978-981-99-4049-3_60" target="_blank" >10.1007/978-981-99-4049-3_60</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Evaluation of the Condition of Prefabricated Pretensioned Prestressed Beam Forming the Load-Bearing Structure of Bridges after About 60 Years of Use

  • Original language description

    The paper summarizes results of diagnostic work on approximately 6 bridges constructed from prestressed standardized precast elements used in the 1960-1990s for the construction of bridges in the Czech Republic. These are mainly the standardized girders of KA type (Type documents for prefabricated girders KA-73, Dopravoprojekt 11/1973, digital copy) for clearances of 9–18 m and I girders (Type documents for prefabricated girders I-73, Dopravoprojekt 11/1973, digital copy) for clearances of 21–30 m. The assessment focused mainly on the actual strength class of concrete in relation to the design strength, visual inspection of the outer face and inner chambers of the girders with the help of videoscopes, and last but not least, checking the condition of the prestressing reinforcement and the state of cable ducts grouting. The condition of the prestressing reinforcement was checked firstly by means of mechanical probes and secondly by means of the half-cell method in the place of visual defects. Results were supplemented by a corrosion survey of the prestressing reinforcement with regard to content of chloride ions in the grout mixture.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/CK02000329" target="_blank" >CK02000329: UHPC as the main load-bearing structure for middle-span bridges</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2024

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Proceedings of the 5th International Conference on Civil Engineering and Architecture

  • ISBN

    978-981-99-4048-6

  • ISSN

    2366-2557

  • e-ISSN

  • Number of pages

    10

  • Pages from-to

    785-794

  • Publisher name

    Springer Nature

  • Place of publication

  • Event location

    Hanoi

  • Event date

    Dec 16, 2024

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article