Axial behaviour of RC members repaired after fire exposure with FRP sheets

Ugur Demir*, Goktug Unal, Ugurcan Celik, Alper Ilki

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Citation (Scopus)

Abstract

This study aims to assess the effects of a severe fire on the axial behaviour of reinforced concrete (RC) columns and the efficiency of repair through external fibre reinforced polymer (FRP) jacketing after fire exposure. In the scope of the research, results of an experimental work including a total of six square RC columns with dimensions of 300 x 300 x 500 mm are presented. The specimens had four longitudinal reinforcing bars each having 20 mm diameter while lateral confinement was maintained using stirrups with a diameter of 10 mm and a spacing of 100 mm. Four of the specimens were subjected to fire in a fire facility following ISO-834 fire curve for 90 minutes whereas two of the columns were kept at room temperature as reference specimens. Two of the fire damaged columns were repaired using two layers of carbon FRP (CFRP) sheets while other two specimens were bare columns without CFRP sheets. The columns were tested under uniaxial compression to investigate the effectiveness of CFRP sheets in repairing fire damaged structural members. Test results indicated that fire exposure adversely affected the axial load resistance, stiffness and ductility of the columns. On the other hand, in case of FRP jacketing, axial load resistance was restored and ultimate deformation capacity was remarkably increased. Furthermore, experimental study showed that the use of FRP did not restore the column’s axial stiffness which was remarkably reduced after fire exposure.

Original languageEnglish
Title of host publicationProceedings of the fib Symposium 2019
Subtitle of host publicationConcrete - Innovations in Materials, Design and Structures
EditorsWit Derkowski, Piotr Krajewski, Piotr Gwozdziewicz, Marek Pantak, Lukasz Hojdys
PublisherInternational Federation for Structural Concrete
Pages1594-1600
Number of pages7
ISBN (Electronic)9782940643004
Publication statusPublished - 2019
Eventfib Symposium 2019: Concrete - Innovations in Materials, Design and Structures - Krakow, Poland
Duration: 27 May 201929 May 2019

Publication series

NameProceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures

Conference

Conferencefib Symposium 2019: Concrete - Innovations in Materials, Design and Structures
Country/TerritoryPoland
CityKrakow
Period27/05/1929/05/19

Bibliographical note

Publisher Copyright:
© Federation Internationale du Beton (fib) - International Federation for Structural Concrete, 2019.

Funding

This research was supported by ITU Scientific Research Department (Project No: 39548) and The Scientific and Technological Research Council of Turkey (TUBITAK) under grant number 216M535. The authors are thankful to the Yapı Merkezi Prefabrication Inc., Allianz Insurance Inc., Turk YTONG Inc., Fibrobeton Inc. for the financial supports. The staff of ITU Structural and Earthquake Engineering and Infrastructure Materials Laboratories, and Fire Laboratory at Turkish Standard Institute are also acknowledged.

FundersFunder number
Allianz Insurance Inc.
Fibrobeton Inc.
ITU Scientific Research Department39548
TUBITAK216M535
Yapı Merkezi Prefabrication Inc.
Türkiye Bilimsel ve Teknolojik Araştirma Kurumu

    Keywords

    • Column
    • FRP
    • Fire
    • Reinforced concrete
    • Repair

    Fingerprint

    Dive into the research topics of 'Axial behaviour of RC members repaired after fire exposure with FRP sheets'. Together they form a unique fingerprint.

    Cite this