All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Modeling of High-Strength FRC Structural Elements with Spatially Non-Uniform Fiber Volume Fraction

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00230836" target="_blank" >RIV/68407700:21110/15:00230836 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21610/15:00230836

  • Result on the web

    <a href="https://www.jstage.jst.go.jp/article/jact/13/6/13_311/_pdf" target="_blank" >https://www.jstage.jst.go.jp/article/jact/13/6/13_311/_pdf</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.3151/jact.13.311" target="_blank" >10.3151/jact.13.311</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Modeling of High-Strength FRC Structural Elements with Spatially Non-Uniform Fiber Volume Fraction

  • Original language description

    The research presented in this paper has been motivated by the need to numerically simulate performance of high strength fiber reinforced concrete (HSFRC) structural elements with given spatially variable fiber volume fraction. The intended applicationsinclude prediction of load and deformation capacity of HSFRC members with imperfect fiber distribution or design and verification of functionally graded HSFRC members. In order to achieve a predictive capability, modeling is based on micromechanics of fiber debonding, pullout and crack-bridging. The concept of cohesive crack is employed for implementation in the finite element method (FEM). A strong emphasis is placed on the feasibility of the model identification. To this end, a procedure which uses data from conventional notched-beam fracture tests and inverse analysis to determine the model parameters is proposed. The model and the identification method are verified and validated both on micro and macro scales by comparing predicted

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA13-15175S" target="_blank" >GA13-15175S: Functionally graded fiber reinforced cementitious composite members</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

  • Name of the periodical

    Journal of Advanced Concrete Technology

  • ISSN

    1346-8014

  • e-ISSN

  • Volume of the periodical

    13

  • Issue of the periodical within the volume

    6

  • Country of publishing house

    JP - JAPAN

  • Number of pages

    14

  • Pages from-to

    311-324

  • UT code for WoS article

  • EID of the result in the Scopus database