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Anchorage length of patented wire cables in prestressed bridge girders

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F21%3APU142849" target="_blank" >RIV/00216305:26110/21:PU142849 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.sciendo.com/article/10.2478/kom-2021-0012" target="_blank" >https://www.sciendo.com/article/10.2478/kom-2021-0012</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.2478/kom-2021-0012" target="_blank" >10.2478/kom-2021-0012</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Anchorage length of patented wire cables in prestressed bridge girders

  • Original language description

    This paper briefly describes the methodology, performance and the obtained results of unique experiments performed on original I-73 precast bridge girders. The main objective of the experiments was to determine the actual anchorage length of corroded-through fully grouted prestressing reinforcement (prestressing wires), which is important for determination of the residual load-bearing capacity of prestressed structures. Observation probes leading all the way to the prestressing wires were drilled on selected sections of the girders along the length of the prestressing reinforcement. Optical image acquisition devices were then installed at these probes. Subsequently, controlled breakage of the patented wires (corrosion failure simulation) and observation of the changes that occurred in the prestressing wires after relief of stress were carried out. Evaluation of the experiments was then performed by analyzing the images obtained before and after the prestressing reinforcement failure.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20104 - Transport engineering

Result continuities

  • Project

    <a href="/en/project/CK01000042" target="_blank" >CK01000042: Specification of residual load-capacity of prestressed bridges</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Koroze a ochrana materiálů

  • ISSN

    0452-599X

  • e-ISSN

  • Volume of the periodical

    65

  • Issue of the periodical within the volume

    3

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    96

  • Pages from-to

    92-96

  • UT code for WoS article

  • EID of the result in the Scopus database

    2-s2.0-85123834254