Post-fire Seismic Behavior of RC Columns Built with Sustainable Concrete

Ugur Demir*, Goktug Unal, Caglar Goksu, Ilyas Saribas, Alper Ilki

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

6 Citations (Scopus)

Abstract

In this study, four full-scale reinforced concrete columns were built replacing 50% of natural coarse aggregates in concrete mix by recycled aggregates. Three of the columns were exposed to standard ISO-834 fire for 30, 60 or 90 minutes, while the reference specimen was not exposed. Sixty days after fire exposure, the columns were tested under constant axial load and reversed cyclic lateral displacements simulating earthquakes. Test results are evaluated in terms of lateral load capacity, ductility, stiffness and energy dissipation. In addition, an analytical study was conducted to predict the lateral load-displacement response of fire-damaged columns built with recycled aggregates.

Original languageEnglish
Pages (from-to)6869-6892
Number of pages24
JournalJournal of Earthquake Engineering
Volume26
Issue number13
DOIs
Publication statusPublished - 2022

Bibliographical note

Publisher Copyright:
© 2021 Taylor & Francis Group, LLC.

Funding

This research was supported by The Scientific and Technological Research Council of Turkey under grant number 216M535. The contribution of Prof. Mark F. Green to previous works of the authors is gratefully acknowledged. The authors are also thankful to the Yapı Merkezi Prefabrication Inc., Allianz Insurance Inc., Turk YTONG Inc., Fibrobeton Inc. as well as staff of ITU Structural and Earthquake Engineering, ITU Infrastructure Materials Laboratories, and Fire Laboratory at Turkish Standard Institute for their sponsorship and efforts. This work was supported by the The Scientific and Technological Research Council of Turkey [216M535]. This research was supported by The Scientific and Technological Research Council of Turkey under grant number 216M535. The contribution of Prof. Mark F. Green to previous works of the authors is gratefully acknowledged. The authors are also thankful to the Yapı Merkezi Prefabrication Inc., Allianz Insurance Inc., Turk YTONG Inc., Fibrobeton Inc. as well as staff of ITU Structural and Earthquake Engineering, ITU Infrastructure Materials Laboratories, and Fire Laboratory at Turkish Standard Institute for their sponsorship and efforts.

FundersFunder number
Allianz Insurance Inc.
Fibrobeton Inc.
ITU Infrastructure Materials Laboratories
Yapı Merkezi Prefabrication Inc.
International Technological University
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu216M535

    Keywords

    • Column
    • fire
    • recycled aggregate
    • reinforced concrete
    • seismic
    • sustainability

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