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Wyszukujesz frazę "field inspection" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Evaluation of the residual magnetic field measurement system for early identification of railway defects
Autorzy:
Rucki, Mirosław
Gockiewicz, Anna
Szumiata, Tadeusz
Powiązania:
https://bibliotekanauki.pl/articles/220497.pdf
Data publikacji:
2019
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
residual magnetic field
measurement
rail inspection
uncertainty
repeatability
Opis:
The paper presents research on the capability of the residual magnetic field (RMF) measurement system to be applied to the railway inspection for the early non-destructive detection of defects. The metal magnetic memory (MMM) phenomena are analysed using normal component Hy of self-magnetic flux leakage (SMFL), and its tangential component Hx, as well as their respective gradients. The measurement apparatus is described together with possible factors that may affect the results of measurement. The Type A uncertainty estimation and repeatability tests were performed. The results demonstrate that the system may be successfully applied to detection of head check flaws.
Źródło:
Metrology and Measurement Systems; 2019, 26, 4; 687-696
0860-8229
Pojawia się w:
Metrology and Measurement Systems
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of Durability-Related Field Inspection Data from Concrete Bridges Under Service
Autorzy:
Konečný, P.
Lehner, P.
Vořechovská, D.
Šomodíková, M.
Horňáková, M.
Rovnaníková, P.
Powiązania:
https://bibliotekanauki.pl/articles/351362.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
reinforced concrete bridges
field inspection
carbonation process
chloride ingress
corrosion risk
Opis:
The level of de gradation of reinforced concrete bridges was evaluated based on the in-situ measurements performed on five reinforced concrete bridges under service located in the Czech Republic. The combined effect of carbonation and chlorides with respect to the corrosion of steel reinforcement, namely the pH and the amount of water-soluble chlorides, were evaluated on drilled core samples of concrete. Based on these parameters, the ratio between the concentrations of Cl- and OH, which indicates the ability of concrete to protect reinforcement, was calculated. All the data were statistically summarized and the relationships among them were provided. The main goal of this study is to evaluate the non-proportional effect of the amount of chlorides per mass of concrete on the risk of corrosion initiation and to localize the “critical” locations in the bridges that are the most affected by the degradation effects.
Źródło:
Archives of Metallurgy and Materials; 2020, 65, 1; 81-89
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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