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”

Use of Bended for Reinforcement in the Design of the Slab-Column Connection of a Flat Slab Structure

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU146991" target="_blank" >RIV/00216305:26110/22:PU146991 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.scientific.net/SSP.336.151.pdf" target="_blank" >https://www.scientific.net/SSP.336.151.pdf</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/p-cr9new" target="_blank" >10.4028/p-cr9new</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Use of Bended for Reinforcement in the Design of the Slab-Column Connection of a Flat Slab Structure

  • Original language description

    This paper presents the results of an experiment to determine the behaviour of slab-column connection of a flat slab (a column). The main objective is to compare the response of the reinforced specimens with conventional and composite reinforcement and to verify the effectiveness of the stirrups from FRP bars (FRP reinforcement used as shear reinforcement). The test specimen was a square shaped concrete slab in four different designs. The results obtained were compared with the theoretical prediction, quantifying the effect of the FRP reinforcement used on the bearing capacity. Finally, the variations in the prediction according to the different approaches are also highlighted. Comparison of the load capacities of the specimen without and with FRP shear reinforcement led to an increase in the case of stirrups with inclination of 90° by 12 %, reps. stirrups with inclination of 45° by 26 %. The results are influenced by the design of the shear reinforcement.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/TH04020431" target="_blank" >TH04020431: Extension of the application area of FRP reinforcement in concrete structures</a><br>

  • Continuities

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

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Solid State Phenomena

  • ISBN

    978-80-907611-6-2

  • ISSN

    1662-9779

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    151-158

  • Publisher name

    Trans Tech Publications Ltd

  • Place of publication

    Switzerland

  • Event location

    Praha

  • Event date

    May 19, 2022

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article