Journals / Mühendislik Bilimleri ve Tasarım Dergisi / 2022 / Cilt: 10 - Sayı: 2

ESTIMATION OF CONCRETE STRENGTH PROPERTIES THROUGH THE RESPONSE SURFACE METHODOLOGY, GENETIC ALGORITHM, AND ARTIFICIAL NEURAL NETWORKS

BETON DAYANIM ÖZELLİKLERİNİN YÜZEY TEPKİ YÖNTEMİ, GENETİK ALGORİTMA VE YAPAY SİNİR AĞLARI İLE TAHMİNİ

Pages
429–441
Publication Date
2022-06-30
DOI
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AI Summary & Key Takeaways

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

The performances of the models obtained were evaluated in the light of some statistical indicators, and it was determined that methods based on genetic algorithms and artificial neural networks could be successfully used to estimate the concrete strength properties.

📌 3 Key Takeaways

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Objective & Hypothesis:In this study, concrete strength properties were estimated by surface response method, genetic algorithm, and artificial neural network methods.
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Key Findings & Data:Cubic (10x10x10 cm) and prismatic (15x15x60 cm) concrete samples were prepared using six different concrete aggregates, and some models were developed to estimate the uniaxial compressive strength (UCSc) and flexural strength (FSc) of concrete.
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Conclusion & Impact:The performances of the models obtained were evaluated in the light of some statistical indicators, and it was determined that methods based on genetic algorithms and artificial neural networks could be successfully used to estimate the concrete strength properties.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Beton Dayanımı · Agrega · Yüzey Tepki Yöntemi

Abstract

In this study, concrete strength properties were estimated by surface response method, genetic algorithm, and artificial neural network methods. Cubic (10x10x10 cm) and prismatic (15x15x60 cm) concrete samples were prepared using six different concrete aggregates, and some models were developed to estimate the uniaxial compressive strength (UCSc) and flexural strength (FSc) of concrete. In the developed models, parameters such as concrete density (ρc), Los Angeles abrasion loss of concrete aggregates (LAA), and P wave velocity (Vpc) of concretes were used. The performances of the models obtained were evaluated in the light of some statistical indicators, and it was determined that methods based on genetic algorithms and artificial neural networks could be successfully used to estimate the concrete strength properties.

Özet

Bu çalışmada, beton dayanım özellikleri yüzey tepki yöntemi, genetik algoritma ve yapay sinir ağları yöntemleri ile analiz edilmiştir. Altı farklı beton agregası kullanılarak küp (10x10x10 cm) ve prizmatik (15x15x60 cm) beton numuneleri hazırlanmış olup, beton tek eksenli basınç dayanımı (UCSc) ve eğilme dayanımının (FSc) tahminlenmesi için bazı tahmin modeller geliştirilmiştir. Geliştirilen modellerde beton yoğunluğu (ρc), beton agregalarının Los Angeles aşınma kaybı (LAA) ve betonlara ait P dalgası hızı (Vpc) gibi parametreler kullanılmıştır. Elde edilen modellerin performansları bazı istatistiksel göstergeler ışığında değerlendirilmiş ve genetik algoritma ve yapay sinir ağlarını temel alan yöntemlerin beton dayanım özelliklerini tahmininde başarılı bir şekilde kullanılabileceği belirlenmiştir.

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Cite This Article

TUNCAY, E. B., KÖKEN, E., KILINÇARSLAN, Ş. (2022). ESTIMATION OF CONCRETE STRENGTH PROPERTIES THROUGH THE RESPONSE SURFACE METHODOLOGY, GENETIC ALGORITHM, AND ARTIFICIAL NEURAL NETWORKS. Mühendislik Bilimleri ve Tasarım Dergisi, Cilt: 10 - Sayı: 2, 429–441. https://ajindex.com/articles/693252

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