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”

The experimental verification of concrete elements strengthened using ultra-high-performance concrete

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351653" target="_blank" >RIV/68407700:21110/21:00351653 - isvavai.cz</a>

  • Result on the web

    <a href="https://phdsymp2020.sciencesconf.org/data/book_phdsymp2020_2021.pdf" target="_blank" >https://phdsymp2020.sciencesconf.org/data/book_phdsymp2020_2021.pdf</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    The experimental verification of concrete elements strengthened using ultra-high-performance concrete

  • Original language description

    UHPC (ultrahigh-performance concrete) is a type concrete that has significantly better properties than commonly used concrete. In addition to the widely known high compression and tensile strengths, greater durability and resistance are also advantages of these types of concrete. These concretes can be used for both new structures and reconstructions. Nowadays, these types of concrete are in minority due to higher price and complex casting. This paper deals with the properties and behaviour of concrete structures strengthened using UHPC. One of the most important properties is a good bond between old concrete and the layer of UHPC. According to this fact, some types of bond were tested and evaluated. Then, using the most effective type of connection, experiments to determine and to compare values of bending load capacity both specimens strengthened using UHPC and without strengthening were made. Three types of elements were used; elements without strengthening and elements strengthened using 30 mm and 50 mm of UHPC. Besides the load bearing capacity, deformations and cracks were observed. Finally, measured values were compared with results of simplified calculations.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/FV20472" target="_blank" >FV20472: Application of high performance cementitious composites at rehabilitation of concrete structures</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Proceedings of the 2021 session of the 13th fib International PhD Symposium in Civil Engineering

  • ISBN

    978-2-940643-11-0

  • ISSN

  • e-ISSN

    2617-4820

  • Number of pages

    10

  • Pages from-to

    27-36

  • Publisher name

    fib - fédération internationale du béton

  • Place of publication

    Lausanne

  • Event location

    Paříž

  • Event date

    Jul 21, 2021

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article