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Study of the Response of Nonlinear Concrete Material Models Depending on the Strain Rate

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU117907" target="_blank" >RIV/00216305:26110/15:PU117907 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE

  • Original language description

    The subject of this contribution is the testing of the response of nonlinear material models of concrete depending on the strain rate during compressive and tensile loading at higher loading velocities than that of quasi-static loading. The behavior of nonlinear models of concrete depending on the strain rate is analyzed within numerical simulations of tests of mechanico-physical properties of concrete under uniaxial compression and tension carried out on cylinders. Results gained from numerical simulations during loading at higher velocities are compared with results gained from numerical simulations of the quasi-static loading.

  • Czech name

    STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE

  • Czech description

    The subject of this contribution is the testing of the response of nonlinear material models of concrete depending on the strain rate during compressive and tensile loading at higher loading velocities than that of quasi-static loading. The behavior of nonlinear models of concrete depending on the strain rate is analyzed within numerical simulations of tests of mechanico-physical properties of concrete under uniaxial compression and tension carried out on cylinders. Results gained from numerical simulations during loading at higher velocities are compared with results gained from numerical simulations of the quasi-static loading.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

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

    2015

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    23rd SVSFEM ANSYS Users' Group Meeting and Conference 2015

  • ISBN

    978-80-905525-2-4

  • ISSN

  • e-ISSN

  • Number of pages

    12

  • Pages from-to

    87-98

  • Publisher name

    Neuveden

  • Place of publication

    Hustopeče, Česká republika

  • Event location

    Hustopeče, Česká republika

  • Event date

    Jun 10, 2015

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article