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Ultra-high-performance fibre-reinforced concrete under high-velocity projectile impact. Part II. Applicability of prediction models

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00324389" target="_blank" >RIV/68407700:21110/18:00324389 - isvavai.cz</a>

  • Result on the web

    <a href="https://ojs.cvut.cz/ojs/index.php/ap/article/view/4924" target="_blank" >https://ojs.cvut.cz/ojs/index.php/ap/article/view/4924</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.14311/AP.2018.58.0355" target="_blank" >10.14311/AP.2018.58.0355</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Ultra-high-performance fibre-reinforced concrete under high-velocity projectile impact. Part II. Applicability of prediction models

  • Original language description

    Semi-infinite targets of Ultra-High-Performance Fibre-Reinforced Concrete with various fibre volume fractions were subjected to the high-velocity projectile impact using in-service bullets. In this study, a variety of empirical and semi-analytical models for prediction of the depth of penetration and mass ejection were evaluated with respect to the experimental results. Models for the depth of penetration and spalling mass ejection were revisited and applied both with deformable and nondeformable projectiles parameters. The applicability of the prediction models was assessed through a statistical comparison of values from models with experimental results. The evaluation of the applicability was made through the newly proposed measure of a relative prediction accuracy for model selection and model estimation, which was verified with established statistical accuracy evaluations, such as accuracy ratio, logarithmic standard deviation and correlation coefficient. The best fit to the experimental readings was provided by newer semi-analytical models, which are incorporating additional concrete parameters beside compressive strength while the majority of older models failed to provide sufficient accuracy.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/VI20172020061" target="_blank" >VI20172020061: Research, development, testing and performance assessment of critical infrastructure parts</a><br>

  • Continuities

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

Others

  • Publication year

    2018

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Acta Polytechnica

  • ISSN

    1210-2709

  • e-ISSN

  • Volume of the periodical

    58

  • Issue of the periodical within the volume

    6

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    10

  • Pages from-to

    355-364

  • UT code for WoS article

    000457032400004

  • EID of the result in the Scopus database

    2-s2.0-85060431253