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Influence of chlorides on the fracture toughness and fracture resistance under the mixed mode I/II of high-performance concrete

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU137993" target="_blank" >RIV/00216305:26110/20:PU137993 - isvavai.cz</a>

  • Alternative codes found

    RIV/61989100:27120/20:10246363

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S0167844220303888?via%3Dihub#ak005" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0167844220303888?via%3Dihub#ak005</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.tafmec.2020.102812" target="_blank" >10.1016/j.tafmec.2020.102812</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Influence of chlorides on the fracture toughness and fracture resistance under the mixed mode I/II of high-performance concrete

  • Original language description

    This experimental study shows the conjunction of fracture mechanics with the ability of high-performance concrete (HPC) to resist an aggressive chloride environment. Moreover, the influence of a chloride-contaminated environment on the fracture toughness and fracture resistance under the mixed mode I/II is presented. The experimental study was performed considering different aggressivity levels of the environment, water, and fully saturated sodium chloride solution (NaCl-). The experimental tests were performed on a Brazilian disc specimens to test the indirect tensile strength ft and on a Brazilian disc with a central notch to evaluate the fracture toughness KIC and the fracture resistance under the mixed mode I/II. The mixed mode I/II fracture resistance was evaluated by the generalised maximum tangential stress (GMTS) criterion. The level of chloride contamination present and its boundary in the concrete was estimated by the colorimetric method using silver nitrate (AgNO3).

  • 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

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/GA18-07949S" target="_blank" >GA18-07949S: Probabilistic Modeling of the Durability of Reinforced Concrete Structures Considering Synergic Effect of Carbonation, Chlorides and Mechanical Action</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

    Theoretical and Applied Fracture Mechanics

  • ISSN

    0167-8442

  • e-ISSN

    1872-7638

  • Volume of the periodical

    110

  • Issue of the periodical within the volume

    102812

  • Country of publishing house

    NL - THE KINGDOM OF THE NETHERLANDS

  • Number of pages

    15

  • Pages from-to

    1-15

  • UT code for WoS article

    000600917300004

  • EID of the result in the Scopus database

    2-s2.0-85096715260