Çelik Lifli Kendiliğinden Yerleşen Betonun Mekanik Özellikleri ve Dayanıklılığı

Yıl 2023, , 57 - 67, 31.07.2023

Serkan Biçici , Yusuf Tola

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

Cited By: 1

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

Beton, Çelik Lif Oranı, Dayanım, Mekanik Deneyler

Kaynakça

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