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Advanced Evaluation of the Fracture Response of Steel Fibre-Reinforced Concrete Specimens

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU115507" target="_blank" >RIV/00216305:26110/15:PU115507 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1061/9780784479346.fm" target="_blank" >http://dx.doi.org/10.1061/9780784479346.fm</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1061/9780784479346.fm" target="_blank" >10.1061/9780784479346.fm</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Advanced Evaluation of the Fracture Response of Steel Fibre-Reinforced Concrete Specimens

  • Original language description

    Selected results of extensive fracture testing of steel fibre reinforced concrete (developed in industry for the production of prefabricated concrete elements) after different period of hardening are presented in the paper. Experiments were performed on notched specimens in a three-point bending test configuration. The fracture parameters were evaluated using three models/approaches: double-K fracture model, effective crack length method, and work-of-fracture method. The obtained parameters can be used to quantify the structural resistance against crack initiation and propagation – or the brittleness and toughness/ductility of the structural members – as well as for the comparison of the studied or developed cement based composites or the structural members of buildings. They can be also employed for the definition of the material models for deterministic or stochastic simulation of the quasi-brittle/ductile response of cement based composites/members using Stochastic Finite Element Method model with nonlinear fracture mechanics principles implemented – this approach can help to the optimal design of developed prefabricated concrete elements.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • 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

    CONCREEP-10 Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures

  • ISBN

    978-0-7844-7934-6

  • ISSN

  • e-ISSN

  • Number of pages

    10

  • Pages from-to

    147-156

  • Publisher name

    American Society of Civil Engineers

  • Place of publication

    Reston, Virginia

  • Event location

    Vienna

  • Event date

    Sep 21, 2015

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000378045400019