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Fracture resistance of alkali activated concrete under the mixed mode I/II load conditions

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242817" target="_blank" >RIV/61989100:27120/19:10242817 - isvavai.cz</a>

  • Alternative codes found

    RIV/00216305:26110/19:PU133038

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.prostr.2019.08.082" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2019.08.082</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2019.08.082" target="_blank" >10.1016/j.prostr.2019.08.082</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Fracture resistance of alkali activated concrete under the mixed mode I/II load conditions

  • Original language description

    Nowadays, traditional concrete mixture uses as a binder well known Portland cement. However, the production of the Portland cement is not environmentally friendly, due to high production of CO2 in the fabrication process. In recent years, there are some trends to use secondary materials as a binder or as replacement of aggregate in the process of making the concrete mixture. This modified material uses alkali reaction in the hardening of fresh mixture, therefore an alkali activated concrete (AAC) term is used. This AAC is then used in formwork as it was traditional concrete, due to similar properties. Despite the use of advanced material, standards for structural design do not provide any instruction for practical application. Subsequently, the knowledge of fracture of this material is limited. The fracture mechanical properties help to perform advanced structural analysis, especially when some of the structural elements have a crack. The load presence on the structure can be divided into tensile, shear, and into combination of tension and shear. Therefore, it is necessary to perform test, which covers mixed mode I/II loading conditions. One of the tests usually used for the evaluation of fracture resistance of concrete is the Brazilian disc test with a central notch. This contribution evaluates the fracture resistance of alkali activated concrete, which will be used as a possible replacement for traditional structural concrete with cement binder, subjected to mixed mode I/II loading. The generalized maximum tangential stress (GMTS) criterion was used for the evaluation of the fracture resistance curve. (C) 2019 The Authors. Published by Elsevier B.V. Peer-review under responsibility of the ICSI 2019 organizers.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/GJ18-12289Y" target="_blank" >GJ18-12289Y: Advanced characterization of cracks propagation in composites based on alkali activated matrix</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2019

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Procedia Structural Integrity. Volume 17

  • ISBN

  • ISSN

    2452-3216

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    610-617

  • Publisher name

    Elsevier

  • Place of publication

    Amsterdam

  • Event location

    Funchal

  • Event date

    Sep 2, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article