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Hybrid Fiber Reinforced HPC at Elevated Temperatures - Analysis of Thermal Properties

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00322341" target="_blank" >RIV/68407700:21110/18:00322341 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1063/1.5043884" target="_blank" >http://dx.doi.org/10.1063/1.5043884</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1063/1.5043884" target="_blank" >10.1063/1.5043884</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Hybrid Fiber Reinforced HPC at Elevated Temperatures - Analysis of Thermal Properties

  • Original language description

    Hybrid fiber reinforcement, based on a combination of steel and polymer fibers, is generally accepted by concrete community as a functional solution preventing spalling. For fire safety and effective structural design, knowledge of concrete properties retained after temperature exposure as well as of material parameters accessed directly at high temperatures is of the particular importance for civil engineers and practitioners. On this account, temperature dependent specific heat capacity of hybrid fiber reinforced high performance concrete is investigated in the paper using the inverse analysis of sample response to elevated temperatures. For the measurement, a novel non-adiabatic method was developed and used in the temperature range from 25 °C to 1000 °C. Except temperature dependent specific heat capacity, basic physical properties were accessed for samples thermally treated for 2 hours at the temperatures of 200 °C, 400 °C, 600 °C, 800 °C, and 1000 °C respectively. The acquired specific heat capacity exhibited a high dependence on temperature and several structural changes that concrete underwent at elevated temperatures. Similarly, the material parameters accessed after thermal load clearly pointed to the concrete damage and crucial temperatures affecting concrete performance and durability.

  • 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/GA15-05791S" target="_blank" >GA15-05791S: Analysis of physical and chemical processes in hybrid-fiber reinforced high performance cement-based composites induced by high-temperature loading</a><br>

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2018

  • 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 of International Conference on Numerical Analysis and Applied Mathematics 2017 (ICNAAM-2017)

  • ISBN

    978-0-7354-1690-1

  • ISSN

  • e-ISSN

    0094-243X

  • Number of pages

    6

  • Pages from-to

  • Publisher name

    AIP Conference Proceedings

  • Place of publication

    New York

  • Event location

    Thessaloniki

  • Event date

    Sep 25, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000445105400216