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Algorithmization and application of constitutive equations for modeling the plane stress state of concrete

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU138789" target="_blank" >RIV/00216305:26110/20:PU138789 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Algorithmization and application of constitutive equations for modeling the plane stress state of concrete

  • Original language description

    Modeling of concrete response using nonlinear constitutive equations is currently a very popular and promising field of science. Nowadays, there is already a number of different constitutive equations (material models) intended for concrete modeling in computational systems. These equations find their use mainly in the implicit or explicit finite element method and usually contain a lot of input parameters. However, the still inadequate exploration of this field of science provides the scope for algorithmization and application of other constitutive equations that can provide satisfactory results with relatively few input parameters. This fact is related to the goal of this paper that is algorithmization and application of constitutive equations intended for modeling the plane stress state of concrete. These equations are based on the incremental theory of plasticity in which some aspects such as yield function, hardening rule, non-associated flow rule, plastic hardening modulus, and equivalent stress and strain are applied. Algorithmization of constitutive equations is performed in Matlab and their application is focused on the tasks of uniaxial and biaxial compression of concrete for the purpose of demonstration of their capability to describe the concrete response in compression very satisfactorily.

  • 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/GA17-23578S" target="_blank" >GA17-23578S: Damage assessment identification for reinforced concrete subjected to extreme loading</a><br>

  • Continuities

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

Others

  • Publication year

    2020

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    AIP Conference Proceedings (ICNAAM 2019)

  • ISBN

    978-0-7354-4025-8

  • ISSN

    0094-243X

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    1-4

  • Publisher name

    Neuveden

  • Place of publication

    Greece, Rhodes

  • Event location

    hotel Sheraton, Ixia, Rhodos

  • Event date

    Sep 23, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000636709500103