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Stochastic modeling of multifilament yarns as a reinforcement for textile reinforced concrete

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44799" target="_blank" >RIV/00216305:26110/04:PU44799 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    Stochastické modelování mnohovláknitých svazků pro vyztužení betonu

  • Original language description

    The paper presents numerical studies of sources of randomness as they occur in laboratory tensile tests of multifilament yarns of glass textile reinforcement for concrete. The main phenomenon under study is the length effect on the yarn tensile strength.The newly formulate deterministic micromechanical model constitutes the stepping stone for stochastic simulations of strength and the whole response to tensile load. We study sources of randomness both across the yarn and along the filaments. Emphasizeis given to simulation of spatial variability by random fields and the existence of statistical length scales. The analyses are compared to theoretical and laboratory results and the directions of future research are recommended.

  • Czech name

    Stochastické modelování mnohovláknitých svazků pro vyztužení betonu

  • Czech description

    The paper presents numerical studies of sources of randomness as they occur in laboratory tensile tests of multifilament yarns of glass textile reinforcement for concrete. The main phenomenon under study is the length effect on the yarn tensile strength.The newly formulate deterministic micromechanical model constitutes the stepping stone for stochastic simulations of strength and the whole response to tensile load. We study sources of randomness both across the yarn and along the filaments. Emphasizeis given to simulation of spatial variability by random fields and the existence of statistical length scales. The analyses are compared to theoretical and laboratory results and the directions of future research are recommended.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA103%2F04%2F2092" target="_blank" >GA103/04/2092: Model identification and optimization at material a structural levels</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2004

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    PPK 2004 PRAVDĚPODOBNOST PORUŠOVÁNÍ KONSTRUKCÍ

  • ISBN

    80-214-2718-3

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    257-264

  • Publisher name

    VUT v Brně

  • Place of publication

    Brno

  • Event location

    Brno

  • Event date

    Oct 6, 2004

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article