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Effect of Selected Parameters of Non-Linear Analysis of Concrete Structures

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86082620" target="_blank" >RIV/61989100:27120/12:86082620 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Effect of Selected Parameters of Non-Linear Analysis of Concrete Structures

  • Original language description

    The paper deals with a comparison of numerical calculations with experiment for different parameters of initial plasticity conditions by non-linear analysis. The paper also deals with a verification of the geometric non-linearity effect as per the theoryof 2nd order and structural weight. The used constitutive model combines Chen-Chen condition of plasticity and Ohtani concept of hardening. The modelled experiment chosen for parametric study is reinforced concrete beam which is loaded by two forces.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2012

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Transactions of the VŠB - Technical University of Ostrava

  • ISSN

    1804-4824

  • e-ISSN

  • Volume of the periodical

    12

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    PL - POLAND

  • Number of pages

    9

  • Pages from-to

    1-9

  • UT code for WoS article

  • EID of the result in the Scopus database