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Confinement of high strength concrete circular reinforced concrete columns using CFRP

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU103475" target="_blank" >RIV/00216305:26110/13:PU103475 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Confinement of high strength concrete circular reinforced concrete columns using CFRP

  • Original language description

    Columns/piers are the most important structural element in buildings and bridges. A great number of structural failures are attributed to column failure, especially those constructed under-designed according to seismic design provisions or load demands. Ductility of high strength concrete (HSC), compressive strength and service life of concrete structures which affected by the environmental degradation, corrosion of steel and upgrading of structures to current seismic code requirements can be performed by lateral confinement. Fiber reinforced polymer (FRP) composites have been used as longitudinal reinforcement, admixtures, and fiber wraps to improve flexure, shear, ductility and compressive strengths of reinforced concrete elements. FRP confinement can provide significantly higher confining pressure than the conventional methods and give it good potential in seismic design of existing and new structures. CFRP-confined circular reinforced concrete columns with high strength concrete will be designed and tested at Brno University of Technology; columns have diameter of 200 mm, height of 2900 mm, longitudinal reinforcement of diameter 8 mm, and transverse reinforcement of diameter 6 mm. The main objective of this experiment is to develop a design algorithm for CFRP-confined circular columns with high strength concrete.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

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

    2013

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Young scientist 2013

  • ISBN

    978-80-553-1305-4

  • ISSN

  • e-ISSN

  • Number of pages

    9

  • Pages from-to

    1-9

  • Publisher name

    Technical University of Košice, Faculty of Civil Engineering

  • Place of publication

    Košice

  • Event location

    Herľany

  • Event date

    Apr 10, 2013

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article