Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı

Serkan Biçici; Yusuf Tola

doi:10.53410/koufbd.1071010

Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı

Öz

Bu çalışma çelik fiber takviyeli kendiliğinden yerleşen betonun (SFRSCC) özelliklerini nasıl etkilediğini araştırmaktadır. Bu amaçla mekanik özelliklerini karakterize etmek ve dayanıklılık göstergelerini değerlendirmek için SFRSCC ve kendiliğinden yerleşen beton (SCC) numuneleri ile yapılan deneysel çalışmalar incelenip değerlendirilmiştir. Mekanik özellikler, basınç, yarmada çekme, elastisite modülü ve eğilme dayanımları için test analiz edilmektedir. Çelik fiber takviyeli kendiliğinden yerleşen betonun (SFRSCC) dayanıklılığına ilişkin araştırmalar hala çok azdır. Bu yüzden çelik fiberlerin korozyonunun çatlamaya ve ardından parçalanmaya yol açıp açmayacağı henüz net bir şekilde ortaya koyulmamıştır. Sonuçlar, çelik liflerin SCC'ye eklenmesinin, çatlama sonrası eğilme direncini ve enerji absorbsiyonunu arttırma açısından çok etkili olduğunu ve SCC'nin kendi kendine yerleşen gereksinimleri ve dayanıklılık göstergelerini önemli ölçüde etkilemediğini göstermiştir. Ayrıca araştırmalardan elde edilen bulgulara göre liflerin karışım özelliklerinin ve hacim oranının bu ana özellikleri önemli ölçüde etkileyebileceğini göstermiştir. Bu çalışma, birçok araştırmacı tarafından rapor edilen çok çeşitli uluslararası kaynaklardan toplanan veri tabanları ve deneysel olarak elde edilen veriler kullanılarak kapsamlı karşılaştırmalar sunmaktadır. Sunulan uygulama örnekleri ile ilgili bir derleme makale çalışması yapmıştır.

Anahtar Kelimeler

Kaynakça

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Ayrıntılar

Birincil Dil

Türkçe

Konular

İnşaat Mühendisliği

Bölüm

Derleme

Yazarlar

Serkan Biçici ^*
0000-0002-4838-3157
Türkiye

Yusuf Tola Bu kişi benim
0000-0001-9019-2605
Türkiye

Yayımlanma Tarihi

31 Temmuz 2023

Gönderilme Tarihi

16 Şubat 2022

Kabul Tarihi

15 Haziran 2023

Yayımlandığı Sayı

Yıl 2023 Cilt: 6 Sayı: 1

DOI

https://doi.org/10.53410/koufbd.1071010

IZ

https://izlik.org/JA56SD65TK

Kaynak Göster

RIS / Bibtex

APA

Biçici, S., & Tola, Y. (2023). Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı. Kocaeli Üniversitesi Fen Bilimleri Dergisi, 6(1), 57-67. https://doi.org/10.53410/koufbd.1071010

AMA

1.Biçici S, Tola Y. Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı. KOUFBD. 2023;6(1):57-67. doi:10.53410/koufbd.1071010

Chicago

Biçici, Serkan, ve Yusuf Tola. 2023. “Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı”. Kocaeli Üniversitesi Fen Bilimleri Dergisi 6 (1): 57-67. https://doi.org/10.53410/koufbd.1071010.

EndNote

Biçici S, Tola Y (01 Temmuz 2023) Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı. Kocaeli Üniversitesi Fen Bilimleri Dergisi 6 1 57–67.

IEEE

[1]S. Biçici ve Y. Tola, “Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı”, KOUFBD, c. 6, sy 1, ss. 57–67, Tem. 2023, doi: 10.53410/koufbd.1071010.

ISNAD

Biçici, Serkan - Tola, Yusuf. “Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı”. Kocaeli Üniversitesi Fen Bilimleri Dergisi 6/1 (01 Temmuz 2023): 57-67. https://doi.org/10.53410/koufbd.1071010.

JAMA

1.Biçici S, Tola Y. Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı. KOUFBD. 2023;6:57–67.

MLA

Biçici, Serkan, ve Yusuf Tola. “Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı”. Kocaeli Üniversitesi Fen Bilimleri Dergisi, c. 6, sy 1, Temmuz 2023, ss. 57-67, doi:10.53410/koufbd.1071010.

Vancouver

1.Serkan Biçici, Yusuf Tola. Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı. KOUFBD. 01 Temmuz 2023;6(1):57-6. doi:10.53410/koufbd.1071010

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