Journals / Celal Bayar Üniversitesi Fen Bilimleri Dergisi / 2022 / Cilt: 18 - Sayı: 4

ESTIMATING THE COMPRESSIVE STRENGTH OF FLY ASH ADDED CONCRETE USING ARTIFICIAL NEURAL NETWORKS

Pages
365–369
Publication Date
2022-12-26
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

As a result of the study, it has been observed that the predictions made using artificial neural networks are very close to the strength values obtained from the experiments.I

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The aim of this study is to develop an artificial intelligence that predicts the compressive strength of fly ash substituted concretes using material mixing ratios.
📊
Key Findings & Data:Within the scope of the study, 5 different fly ash mixed concrete samples were produced.
💡
Conclusion & Impact:As a result of the study, it has been observed that the predictions made using artificial neural networks are very close to the strength values obtained from the experiments.I
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Artificial Intelligence · artificial neural networks · fly ash substituted concretes

Abstract

The aim of this study is to develop an artificial intelligence that predicts the compressive strength of fly ash substituted concretes using material mixing ratios. Within the scope of the study, 5 different fly ash mixed concrete samples were produced. The strength values were estimated using artificial neural networks before the produced samples were subjected to the pressure test. In order to develop the artificial neural network, it is introduced as a dataset of 3000 different mixing ratios consisting of experimental results in the existing literature. In order to estimate the compressive strength, varying ratios of 8 different materials such as water, cement, fly ash entering the mixture are analyzed. As a result of the study, it has been observed that the predictions made using artificial neural networks are very close to the strength values obtained from the experiments.I

🔖

Cite This Article

KURT, Z., ÇAKMAK, T., GÜRBÜZ, A., USTABAŞ, İ. (2022). ESTIMATING THE COMPRESSIVE STRENGTH OF FLY ASH ADDED CONCRETE USING ARTIFICIAL NEURAL NETWORKS. Celal Bayar Üniversitesi Fen Bilimleri Dergisi, Cilt: 18 - Sayı: 4, 365–369. https://ajindex.com/articles/866009

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (1)

  1. . Dinçer, A. & Aydemir, T. (2021). Adsorptive Removal of Tartrazine Dye by Poly(N-vinylimidazole-ethylene glycol dimethacrylate) And Poly(2-hydroxyethyl methacrylate-ethylene glycol dimethacrylate) Polymers. Celal Bayar University Journal of Science, 17 (4), 397-404. [2] Canbolat, S. (2021). Assessment of Asphaltene Production on Fracture Aperture During Heavy Oil Recovery. Celal Bayar University Journal of Science, 17 (4), 337-345. [3] İ. B. Topçu, “Beton Teknolojisi”, Eskişehir, 570s, 2006. [4] Subaşı, S., Beycioğlu, A. & Emiroğlu, M. (2009). Beton Mekanik Özelliklerinin Taze Beton Özelliklerinden Yararlanılarak Yapay Sinir Ağları İle Tahmini. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, Cilt 22 Sayı 3, 147-155. [5] Erdal, H. (2015). Contribution of Machine Learning Methods to the Construction Industry: Prediction of Compressive Strength. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 21 (3), 109-114. [6] Subası, S. & Beycıoglu, A. (2008). Farklı Tahmin Yöntemleri Kullanılarak Kırmataş Kalker Agregalı Betonların Basınç Dayanımının Belirlenmesi. Technological Applied Sciences, 3 (4), 580-589. [7] Demirel, B. (2008). Öğütülmüş Pomzanın Beton Basınç Dayanımına Etkisinin Yapay Sinir Ağı İle Belirlenmesi. Engineering Sciences, 3 (1), 20-29. [8] Yaprak, H. & Karacı, A. (2009). Polipropilen Lifli Betonların Yüksek Sıcaklık Sonrası Basınç Dayanımlarının Yapay Sinir Ağları ile Tahmini. International Journal of Engineering Research and Development,1(2),23-28, [9] Şahin, Y., Gündüz, Y. & Taşkan, E. (2020). Çelik Tel Donatılı Betonların Kırılma Parametrelerinin Yapay Sinir Ağları ile Modellenmesi. International Journal of Engineering Research and Development, 12 (2), 457-463. DOI: 10.29137/umagd.605714. [10] Açıkgenç, M., Alyamaç, K. E. & İnce, R. (2012). Mermer Tozu İle Üretilmiş Kendiliğinden Yerleşen Betonların Dayanım Özelliklerinin Yapay Sinir Ağları Kullanılarak Belirlenmes