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Modeling fibre concrete: from experiment to reliability assessment

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F07%3APU69358" target="_blank" >RIV/00216305:26110/07:PU69358 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Modeling fibre concrete: from experiment to reliability assessment

  • Original language description

    The paper describes a complex methodology for statistical and reliability analyses of fibre concrete structures. It describes a virtual simulation to be used all the way from the assessment of experimental results to reliability analysis. The approach isbased on a randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Theoretical as well as practical application aspect are presented emphasizing the conceptual framework and key points of the solution. Efficient techniques using both nonlinear numerical analysis of concrete structures and stochastic simulation methods of the Monte Carlo type have been combined in order to offer an advanced tool for assessment of the realistic behaviour of concrete structures from the statistical and reliability points of views. In order to use appropriate parameters of material laws in the computational model, an inverse analysis bysed on experimental results has to be performed.

  • Czech name

    Modeling fibre concrete: from experiment to reliability assessment

  • Czech description

    The paper describes a complex methodology for statistical and reliability analyses of fibre concrete structures. It describes a virtual simulation to be used all the way from the assessment of experimental results to reliability analysis. The approach isbased on a randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Theoretical as well as practical application aspect are presented emphasizing the conceptual framework and key points of the solution. Efficient techniques using both nonlinear numerical analysis of concrete structures and stochastic simulation methods of the Monte Carlo type have been combined in order to offer an advanced tool for assessment of the realistic behaviour of concrete structures from the statistical and reliability points of views. In order to use appropriate parameters of material laws in the computational model, an inverse analysis bysed on experimental results has to be performed.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/1M06005" target="_blank" >1M06005: Integration research center of inorganic composites</a><br>

  • Continuities

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

Others

  • Publication year

    2007

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Fibre concrete 2007

  • ISBN

    978-80-01-03740-9

  • ISSN

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    137-142

  • Publisher name

    Neuveden

  • Place of publication

    Praha, Česká republika

  • Event location

    Praha

  • Event date

    Sep 12, 2007

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article