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Inverse Identification of the Material Parameters of a Nonlinear Concrete Constitutive Model Based on the Triaxial Compression Strength Testing

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU127126" target="_blank" >RIV/00216305:26110/17:PU127126 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.fracturae.com/index.php/fis/article/view/IGF-ESIS.39.05" target="_blank" >https://www.fracturae.com/index.php/fis/article/view/IGF-ESIS.39.05</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.3221/IGF-ESIS.39.05" target="_blank" >10.3221/IGF-ESIS.39.05</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Inverse Identification of the Material Parameters of a Nonlinear Concrete Constitutive Model Based on the Triaxial Compression Strength Testing

  • Original language description

    The aim of this paper is to perform the inverse identification of the material parameters of a nonlinear constitutive model intended for the modeling of concrete which is known as the Karagozian & Case Concrete model. At present, inverse analysis is frequently used because it allows us to find the optimum parameter values of nonlinear material models. When applying such parameters, the resulting response of the structure obtained from a computer simulation is very similar to the real response of the structure based on the related experimental measurement. This condition then undoubtedly constitutes one of the progressive steps to refine the current numerical approaches. For the purposes of the inverse analysis performed in this paper the experimental data was obtained from the triaxial compression strength tests carried out on the concrete cylinders.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA14-25320S" target="_blank" >GA14-25320S: Aspects of the use of complex nonlinear material models</a><br>

  • Continuities

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

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Frattura ed Integrita Strutturale

  • ISSN

    1971-8993

  • e-ISSN

  • Volume of the periodical

    11

  • Issue of the periodical within the volume

    39

  • Country of publishing house

    IT - ITALY

  • Number of pages

    9

  • Pages from-to

    38-46

  • UT code for WoS article

    000393177200005

  • EID of the result in the Scopus database

    2-s2.0-85007484161