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Scaling of strength in hardened cement pastes - Unveiling the role of microstructural defects and the susceptibility of C-S-H gel to physical/chemical degradation by multiscale modeling

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F22%3A00552135" target="_blank" >RIV/68378297:_____/22:00552135 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1016/j.cemconres.2022.106714" target="_blank" >https://doi.org/10.1016/j.cemconres.2022.106714</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.cemconres.2022.106714" target="_blank" >10.1016/j.cemconres.2022.106714</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Scaling of strength in hardened cement pastes - Unveiling the role of microstructural defects and the susceptibility of C-S-H gel to physical/chemical degradation by multiscale modeling

  • Original language description

    The scaling of strength across hierarchically structured composite materials is accented by the presence of defects with distinct morphology and origin appearing within the microstructure. In hardened Portland cement pastes, these defects manifest as capillary pores, microcracks, and air voids. The transition of material strength from the nano-to-microscale is bridged in the present paper by a validated computational model based on a hierarchical representation of the paste microstructure, resting solely on realistic microstructural features. The model unravels and quantifies the strength scaling mechanisms arising from the various types of defects and critically assesses the susceptibility of C-S-H gel to physical and/or chemical deterioration, quantifying their impact on the gel's structural integrity which subsequently projects as a decrease of the material's load-bearing capacity. The fully-developed model is subsequently used as a quantitative tool to assess the strength degradation of cement paste exposed to a magnesium sulfate attack occurring at low temperature.

  • 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

    20501 - Materials engineering

Result continuities

  • Project

    <a href="/en/project/GJ18-26056Y" target="_blank" >GJ18-26056Y: Experimental quantification and modelling of deterioration in Portland-limestone cement pastes affected by thaumasite sulfate attack</a><br>

  • Continuities

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

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Cement and Concrete Research

  • ISSN

    0008-8846

  • e-ISSN

    1873-3948

  • Volume of the periodical

    154

  • Issue of the periodical within the volume

    April

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    19

  • Pages from-to

    106714

  • UT code for WoS article

    000797822400006

  • EID of the result in the Scopus database

    2-s2.0-85122937404