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Methods for evaluation of freeze-thaw resistance of concrete and their comparison

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU149764" target="_blank" >RIV/00216305:26110/23:PU149764 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1063/5.0136986" target="_blank" >http://dx.doi.org/10.1063/5.0136986</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1063/5.0136986" target="_blank" >10.1063/5.0136986</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Methods for evaluation of freeze-thaw resistance of concrete and their comparison

  • Original language description

    This paper deals with a determination of freeze-thaw resistance of concrete and the evaluation is based on monitoring of three properties of concrete. Six concretes produced with identical components were prepared for the experiment. The concretes only differ in the amount of cement and plasticizing and air-entraining admixtures. The concretes were subjected to freezing and thawing cycles and their dynamic moduli of elasticity and flexural strengths were determined after 50 and 100 cycles. The moduli of elasticity were determined using the resonance and ultrasonic pulse velocity methods. The output of the paper is an evaluation of how the individual properties react to the damage to the internal structure of the concrete. It was found that the highest decrease occurred in flexural strength whereas the lowest decrease was observed in the case of the relative dynamic modulus of elasticity determined by the ultrasonic pulse velocity method.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA19-22708S" target="_blank" >GA19-22708S: New approaches to predicting air-entrained concrete durability by means of determination of pore size distribution and freeze-thaw resistance</a><br>

  • Continuities

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

Others

  • Publication year

    2023

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Special Concrete and Composites 2021

  • ISBN

    978-0-7354-4514-7

  • ISSN

    0094-243X

  • e-ISSN

  • Number of pages

    5

  • Pages from-to

    „020032-1“-„020032-5“

  • Publisher name

    AIP Conference Proceedings

  • Place of publication

    College Park, Maryland

  • Event location

    Skalský Dvůr

  • Event date

    Oct 13, 2021

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article