- Use of X-ray CT for analysis of concretes exposed to high temperatures
Number of the records: 1  

Use of X-ray CT for analysis of concretes exposed to high temperatures

  1. 1.
    SYSNO ASEP0430268
    Document TypeA - Abstract
    R&D Document TypeNení vybrán druh dokumentu
    TitleUse of X-ray CT for analysis of concretes exposed to high temperatures
    Author(s) Sitek, Libor (UGN-S) RID, ORCID
    Bodnárová, L. (CZ)
    Souček, Kamil (UGN-S) RID, ORCID
    Staš, Lubomír (UGN-S) RID, ORCID
    Number of authors4
    Source Title5th International Colloquium on Geomechanics and Geophysics. GECO 2014, 5. - Ostrava : Ústav geoniky AV ČR, 2014 / Koníček P. ; Souček K. ; Heroldová N. - ISBN 978-80-86407-49-4
    S. 87-88
    Number of pages2 s.
    Publication formPrint - P
    Action5th International Colloquium on Geomechanics and Geophysics
    Event date24.06.2014-27.06.2014
    VEvent locationOstravice, Karolínka
    CountryCZ - Czech Republic
    Event typeWRD
    Languageeng - English
    CountryCZ - Czech Republic
    KeywordsX-ray tomography ; concrete ; cement paste ; aggregate ; high temperature
    Subject RIVJQ - Machines ; Tools
    R&D ProjectsED2.1.00/03.0082 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    GAP104/12/1988 GA ČR - Czech Science Foundation (CSF)
    Institutional supportUGN-S - RVO:68145535
    AnnotationConcrete has many advantageous properties, e.g. inflammability or low temperature conductivity. However, when a concrete construction is exposed to high temperatures, it loses its load-bearing capacity, especially in surface layers which are loaded at most. A serious problem represents the so-called explosive spalling which is caused by the combination of increasing pressure in inner pores and inner compressive stresses originating from material expansion at higher temperatures. Spalling of a concrete layer leads to weakening of the concrete cross section of a reinforced construction and, in some cases, to exposure of steel reinforcement to temperatures above the critical level. Defects can be so serious that the complete construction gets destroyed. Design of a concrete mixture with resistance to thermal exposure for a certain period of time has been classified among the passive fire protection methods. Basic composition of the cement concrete can be problematic, as it is the composite material consisting of two markedly different components, i.e. the cement paste and aggregate.
    WorkplaceInstitute of Geonics
    ContactLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Year of Publishing2015
Number of the records: 1  

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