Number of the records: 1  

Performance of cement composites reinforced with surface-modified polypropylene micro-fibers

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    SYSNO ASEP0517137
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitlePerformance of cement composites reinforced with surface-modified polypropylene micro-fibers
    Author(s) Antoš, J. (CZ)
    Dejdar, L. (CZ)
    Trejbal, J. (CZ)
    Prošek, Zdeněk (FZU-D)
    Number of authors4
    Source TitleActa Polytechnica CTU Proceedings, NMM 2017 - Nano & Macro Mechanics 2017, 13. - Prague : Czech Technical University in Prague, 2017 / Padevět P. - ISBN 978-80-01-06346-0
    Pagess. 11-15
    Number of pages5 s.
    Publication formOnline - E
    ActionConference Nano and Macro Mechanics 2017 /8./
    Event date21.09.2017 - 21.09.2017
    VEvent locationPrague
    CountryCZ - Czech Republic
    Event typeCST
    Languageeng - English
    CountryCZ - Czech Republic
    Keywordscement composite ; fiber reinforcement ; polymeric fiber ; surface modification ; four-point bending ; plasma treatment
    Subject RIVBM - Solid Matter Physics ; Magnetism
    OECD categoryCondensed matter physics (including formerly solid state physics, supercond.)
    Institutional supportFZU-D - RVO:68378271
    UT WOS000433365100002
    DOI10.14311/APP.2017.13.0011
    AnnotationThis paper focuses on the mechanical properties investigation of cement pastes reinforced with surface treated polymer fibers. The cement matrix was composed of Portland cement (CEM I 42.5 R, w/c ratio equal to 0.4). Two polypropylene fiber types (micro-and macro-fibers) were used as randomly distributed and oriented reinforcement in volume amount of 2 %. The fibers were modified in the low-pressure inductively coupled cold oxygen plasma in order to enhance their surface interaction with the cement matrix. The investigated composite mechanical properties (load bearing capacity and response during loading) were examined indirectly by means of four-point bending mechanical destructive tests. A response of loaded samples containing treated fibers were compared to samples with reference fibers. Moreover, cracking behavior development was monitored using digital image correlation (DIC). This method enabled to record the micro-cracks system evaluation of both fiber reinforced samples.
    WorkplaceInstitute of Physics
    ContactKristina Potocká, potocka@fzu.cz, Tel.: 220 318 579
    Year of Publishing2020
Number of the records: 1  

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