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Physico-mechanical properties of geopolymers after thermal exposure: Influence of filler, temperature and dwell time

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985891%3A_____%2F24%3A00599939" target="_blank" >RIV/67985891:_____/24:00599939 - isvavai.cz</a>

  • Alternative codes found

    RIV/68378297:_____/24:00599939

  • Result on the web

    <a href="https://doi.org/10.1016/j.conbuildmat.2024.138893" target="_blank" >https://doi.org/10.1016/j.conbuildmat.2024.138893</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.conbuildmat.2024.138893" target="_blank" >10.1016/j.conbuildmat.2024.138893</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Physico-mechanical properties of geopolymers after thermal exposure: Influence of filler, temperature and dwell time

  • Original language description

    Geopolymers offer increasingly better physico-mechanical properties concerning thermal exposure at high temperatures compared to ordinary Portland cements (OPC). This paper aims to comprehensively study the use of different types of fillers with different particle size distributions in terms of type (silica sands and cordierites) and surface area, loaded at different temperatures and dwell times (30 min and 180 min). After thermal exposure in the temperature range of 100–1000 °C, geopolymer samples were evaluated regarding physico-mechanical properties compared to samples without thermal exposure, using OPC as a reference material. Geopolymer samples were found to have a denser microstructure than OPC, supporting their better resistance to elevated temperature conditions. In addition, the influence of different filler compositions on the resulting internal structure and porosity was demonstrated. Samples containing fillers in two particle size ranges showed better densification than samples with one particle size range.nConversely, OPC samples showed the least favourable results. In addition, the mechanical behaviour of the geopolymers under static loading, especially in bending and compression tests, showed that the prepared geopolymers exhibited better properties than Portland cement at elevated temperatures, especially in the range of 500–1000 °C. In conclusion, appropriately designed geopolymer compositions have the potential to be a sustainable material, a high-performance alternative to traditional building materials.n

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20505 - Composites (including laminates, reinforced plastics, cermets, combined natural and synthetic fibre fabrics; filled composites)

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2024

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Construction and Building Materials

  • ISSN

    0950-0618

  • e-ISSN

    1879-0526

  • Volume of the periodical

    451

  • Issue of the periodical within the volume

    November

  • Country of publishing house

    NL - THE KINGDOM OF THE NETHERLANDS

  • Number of pages

    11

  • Pages from-to

    138893

  • UT code for WoS article

    001345920400001

  • EID of the result in the Scopus database

    2-s2.0-85207309074