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Parameter Identification for a Multivariable Nonlinear Constitutive Model inside ANSYS Workbench

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU122603" target="_blank" >RIV/00216305:26110/16:PU122603 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.proeng.2016.08.743" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2016.08.743</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.proeng.2016.08.743" target="_blank" >10.1016/j.proeng.2016.08.743</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Parameter Identification for a Multivariable Nonlinear Constitutive Model inside ANSYS Workbench

  • Original language description

    This contribution aims to describe the process of the inverse identification of the parameters of a nonlinear material model from experimentally obtained data. This process takes place with the aid of approaches utilizing optimization procedures based on population methods which are currently implemented in the ANSYS Workbench environment. The input data for the described numerical procedure took the form of the points of a load-displacement curve which was measured during the performance of a three-point bending test on a concrete beam. This experiment was numerically simulated via the finite element method with the use of the Menétrey-Willam nonlinear material model. Great attention is paid to the description of the sensitivity analysis and the parameter correlation performed with the utilization of a programmed script that enables the correct understanding of the used material model. Emphasis is therefore placed on the analysis of individual parameters whose understanding and correct setting have a significant influence on the convergence of the nonlinear solution. The basic principle of the identification by optimization is the minimization of the difference between experimentally and numerically obtained load-displacement curves. However,

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural 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

    2016

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2016

  • ISBN

  • ISSN

    1877-7058

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    892-897

  • Publisher name

    Neuveden

  • Place of publication

    Praha, Česká republika

  • Event location

    Praha

  • Event date

    Jun 13, 2016

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000387566500140