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
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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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
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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
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EID of the result in the Scopus database
2-s2.0-85123834254