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Taylor impact of fibre reinforced concrete bars.

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    SYSNO ASEP0536639
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JOstatní články
    TitleTaylor impact of fibre reinforced concrete bars.
    Author(s) Buchar, Jaroslav (UT-L)
    Trnka, Jan (UT-L) RID
    Drdlová, M. (CZ)
    Number of authors3
    Source TitleJournal Of Modern Engineering Research (IJMER) - ISSN 2249-6645
    Roč. 10, č. 10 (2020), s. 30-45
    Number of pages16 s.
    Publication formOnline - E
    Languageeng - English
    CountryIN - India
    KeywordsTaylor test ; concrete ; reinforcing fibres ; compressive strength ; strain rate sensitivity ; high speed camera
    Subject RIVJN - Civil Engineering
    OECD categoryMechanical engineering
    R&D ProjectsEF15_003/0000493 GA MŠk - Ministry of Education, Youth and Sports (MEYS)
    Method of publishingOpen access
    Institutional supportUT-L - RVO:61388998
    AnnotationThe impact resistance of fibre reinforced concrete was investigated using a Taylor impact test.Striking velocities up to 31 m/s were applied. The four types of fibre was used: carbon,polypropylene, aramid and wollastenite. The results showed that the dynamic compressive strength increased with the striking velocity. The highest rate sensitivity was reported for carbon and polypropylene fibres.The addition of aramidfibres did not led to the increase of the compressive strength in comparison with the unreinforced concrete. The dynamic compressive strength lies between static compressive strength and the dynamic strength evaluated using a Split Hopkinson Pressure Bar technique. Qualitative features of the specimen damage were studied using high speed camera.
    WorkplaceInstitute of Thermomechanics
    ContactMarie Kajprová,, Tel.: 266 053 154 ; Jana Lahovská,, Tel.: 266 053 823
    Year of Publishing2021
    Electronic address
Number of the records: 1