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Aam for structure beams and analysis of beam without shear reinforcement

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242699" target="_blank" >RIV/61989100:27120/19:10242699 - isvavai.cz</a>

  • Alternative codes found

    RIV/00216305:26110/19:PU135966

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.292.3" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/SSP.292.3</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.292.3" target="_blank" >10.4028/www.scientific.net/SSP.292.3</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Aam for structure beams and analysis of beam without shear reinforcement

  • Original language description

    Advances in technology and sustainability requirements create substantial demand for material research. In construction industry, possibilities of innovation of concrete are opened by using recipes based on new activation methods, where alkaline activated composites can be included. This article focuses on this area where the results of the recipe verified under industrial conditions are presented, and the way of processing is significantly different from the laboratory conditions. The aim of the article is to present the material properties and differences of alkali activated specimens that are compared with series of common concrete material properties based on composition from the same aggregate material base. It was found that the most significant differences are the modulus of elasticity. In both of the recipes, the same design cube compressive strength is used. The article presented also experiment and nonlinear analysis of the alkali-activated beam without shear reinforcement, which was used to study the mechanism of damage and collapse of AAM beam. Nonlinear analysis was used thanks to complex knowledge of material properties. Numerical modelling uses the ATENA software. Test of small structural element is complemented by an advanced crack detection diagnosis with the use of acoustic emission.

  • 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

  • Continuities

    V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

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

    Solid State Phenomena. Volume 292

  • ISBN

    978-3-0357-1459-3

  • ISSN

    1012-0394

  • e-ISSN

    1662-9779

  • Number of pages

    6

  • Pages from-to

    3-8

  • Publisher name

    Trans Tech Publications

  • Place of publication

    Curych

  • Event location

    Praha

  • Event date

    Nov 21, 2018

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article