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Micromechanical characteristics of high-performance concrete subjected to modifications of composition and homogenization

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00337044" target="_blank" >RIV/68407700:21110/20:00337044 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.18720/MCE.94.12" target="_blank" >https://doi.org/10.18720/MCE.94.12</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.18720/MCE.94.12" target="_blank" >10.18720/MCE.94.12</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Micromechanical characteristics of high-performance concrete subjected to modifications of composition and homogenization

  • Original language description

    The paper deals with the effect of various modifications of composition and homogenization procedure on micromechanical characteristics of high-performance concrete (HPC) containing supplementary cementitious materials (SCMs), namely silica fume, fly ash and metakaolin. The main motivation was to characterize the changes of microstructure induced by the type and amount of SCMs, by the time and order of mixing of components and by coarse aggregate washing. The effects of the changes of microstructure on macroscopic mechanical features of the material were also studied. Indentation moduli of particular phases of the material were measured by nanoindentation. Interfacial transition zone (ITZ) thickness was primarily measured by nanoindentation. An alternative method of ITZ thickness determination based on variations in chemical composition was tested for a selected sample with encouraging result. Compressive strength and bulk elastic modulus of concrete were determined by standard loading tests. The results showed that SCMs generally decrease the thickness of ITZ, but no direct relation to compressive strength of concrete was found for mixtures with variable SCMs content. In case of mixtures with optimized SCMs content prepared by different homogenization procedures or with the use of aggregate washing, qualitative dependence between ITZ thickness and compressive strength was found. Aggregate washing proved to be useful for improving both microscopic and macroscopic properties, having positive effect on ITZ thickness, compressive strength, bulk elastic modulus and indentation moduli of particular phases.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA17-19463S" target="_blank" >GA17-19463S: Analysis of the relations between the microstructure and macroscopic properties of ultra-high performance concretes</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2020

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Magazine of Civil Engineering

  • ISSN

    2071-4726

  • e-ISSN

    2071-0305

  • Volume of the periodical

    2

  • Issue of the periodical within the volume

    94

  • Country of publishing house

    RU - RUSSIAN FEDERATION

  • Number of pages

    13

  • Pages from-to

    145-157

  • UT code for WoS article

    000593142500012

  • EID of the result in the Scopus database

    2-s2.0-85083832044