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Flexural Strength of the Reactive Powder Concrete

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301412" target="_blank" >RIV/68407700:21110/16:00301412 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21720/16:00301412

  • Result on the web

    <a href="http://www.scientific.net/SSP.249.108" target="_blank" >http://www.scientific.net/SSP.249.108</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.249.108" target="_blank" >10.4028/www.scientific.net/SSP.249.108</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Flexural Strength of the Reactive Powder Concrete

  • Original language description

    Reactive powder concrete (RPC) is cement composite which is characterized by an absence of coarse aggregate. That resulted in a greater homogeneity of the mixture and thus also in a higher compressive strength. On the other side, the absence of coarse aggregate and typically a large volume of the paste lead to the deterioration of some of the properties of concrete. This paper deals with the relationship between maximum aggregate size and flexural strength of the reactive powder concrete without dispersed reinforcement. Quartz sand with maximum grain size of 1, 2 and 4 mm was used for the experiments. The flexural strength was measured through the four-point bending test on prisms 100 x 100 x 400 mm. Further, the quartz powder and ground granulated blast furnace slag were used as addition and compared with each other. The results of the experiments showed that the flexural strength grows with decreasing aggregate size. This tendency was observed in mixtures with quartz powder and also with ground granulated blast furnace slag. On the contrary, the compressive strength was independent on aggregate size, but dependent on the type of used addition.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2016

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Proceedings from 22nd Czech Concrete Day 2015 (print)

  • ISBN

    978-3-03835-675-2

  • ISSN

    1012-0394

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    108-111

  • Publisher name

    Trans Tech Publications Ltd.

  • Place of publication

    Pfaffikon

  • Event location

    Litomyšl

  • Event date

    Nov 25, 2015

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article