Structural performance of recycled aggregates concrete sourced from low strength concrete

Caglar Goksu*, Ilyas Saribas, Ergun Binbir, Yılmaz Akkaya, Alper Ilki

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: ???type-name???Makalebilirkişi

18 Atıf (Scopus)

Özet

Although much research has been carried out using recycled aggregates sourced from normal strength concrete, most of the buildings to be demolished are constructed with low strength concrete. Therefore, the properties of the concrete incorporating recycled aggregates, sourced from the waste of structural elements cast with low strength concrete, were investigated in this study. Four different concrete mixtures were designed incorporating natural and recycled aggregates with and without fly ash. The results of the mechanical and durability tests of the concrete mixtures are presented. Additionally, full-scale one-way reinforced concrete slabs were cast, using these concrete mixtures, and subjected to bending test. The feasibility of using conventional reinforced concrete theory for the slabs made with structural concrete incorporating recycled aggregates was investigated.

Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)77-93
Sayfa sayısı17
DergiStructural Engineering and Mechanics
Hacim69
Basın numarası1
DOI'lar
Yayın durumuYayınlandı - 10 Oca 2019

Bibliyografik not

Publisher Copyright:
Copyright © 2019 Techno-Press, Ltd.

Finansman

This study is supported by The Scientific and Technological Research Council of Turkey under grant number 115M029. The supports of O. Manzak, Yapı Merkezi and Akçansa Companies are gratefully acknowledged. The invaluable contributions of staff of ITU Structural and Earthquake Engineering and ITU Infrastructure Materials Laboratories are acknowledged. The authors are thankful to L. Bank and A. Yazdanbakhsh from City College of New York for their valuable advices. The authors are also thankful to the supports of B. Aldirmaz, C. Cakmakli and F. Gultekin.

FinansörlerFinansör numarası
Türkiye Bilimsel ve Teknolojik Araştirma Kurumu115M029

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