Araştırma Makalesi
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Gradyan Güçlendirme Kullanarak Çelik Fiberli Geopolimerin Basınç Dayanımının Tahmini

Yıl 2024, Cilt: 15 Sayı: 3, 745 - 753
https://doi.org/10.24012/dumf.1511100

Öz

Bu makalenin amacı, çelik fiberli Geopolimer Beton'un basınç dayanımını daha hızlı, doğru, ucuz ve zahmetsiz bir şekilde belirlemektir. Geleneksel laboratuvar testlerinin maliyetli olduğu ve zaman aldığı göz önüne alındığında, yapay zekâ uygulamalarının betonun basınç değerinin belirlenmesinde önemli alternatif yöntemlerinden birisi olabilir. Günümüzde yapay zekâ teknolojilerinin hızla gelişmesi, hassas ve hızlı sonuçlar elde edilmesine imkân tanımaktadır. Bu çalışmada, Makine Öğrenimi kullanılarak belirli bir veri seti üzerinden çelik fiberli geopolimer betonun basınç dayanımının tahmin edilmesi hedeflenmiştir. Literatürde bu konuda yapılan önceki çalışmalar incelenerek 84 veriden oluşan bir veri seti hazırlanmış ve analiz için uygun hale getirilmiştir. Veri seti, Gradyan Güçlendirme yöntemi kullanılarak Python programlama diliyle modellenmiş ve analiz edilmiştir. Yapılan çalışma sonucunda R2 değeri 0,9325 olarak elde edilmiştir. Bu sonuçlar, Gradyan Güçlendirme modelinin çelik fiberli geopolimer betonun basınç dayanımını tahmin etmede oldukça başarılı olduğunu göstermektedir. Sonuç olarak, yapay zekâ teknikleri basınç dayanım sonuçlarının daha hızlı tahmin edebilecek ve maliyetleri önemli ölçüde azaltacak imkânlar sunmaktadır. Bu çalışmanın bulguları, inşaat sektöründe gelecekteki araştırma ve uygulamalar için umut verici bir yöntem sunmaktadır.

Kaynakça

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Toplam 50 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Yapım Teknolojileri
Bölüm Makaleler
Yazarlar

Necip Altay Eren 0000-0003-1421-4619

Erken Görünüm Tarihi 30 Eylül 2024
Yayımlanma Tarihi
Gönderilme Tarihi 5 Temmuz 2024
Kabul Tarihi 12 Eylül 2024
Yayımlandığı Sayı Yıl 2024 Cilt: 15 Sayı: 3

Kaynak Göster

IEEE N. A. Eren, “Gradyan Güçlendirme Kullanarak Çelik Fiberli Geopolimerin Basınç Dayanımının Tahmini”, DÜMF MD, c. 15, sy. 3, ss. 745–753, 2024, doi: 10.24012/dumf.1511100.
DUJE tarafından yayınlanan tüm makaleler, Creative Commons Atıf 4.0 Uluslararası Lisansı ile lisanslanmıştır. Bu, orijinal eser ve kaynağın uygun şekilde belirtilmesi koşuluyla, herkesin eseri kopyalamasına, yeniden dağıtmasına, yeniden düzenlemesine, iletmesine ve uyarlamasına izin verir. 24456