Year 2020, Volume 8 , Issue 4, Pages 2377 - 2387 2020-10-29

Metakaolin İkameli Portland Kompoze Çimento Harçlarının Eğilme Dayanımının Bulanık Mantık Yaklaşımıyla Tahmin Edilmesi
Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic

Burak KOÇAK [1] , Yılmaz KOÇAK [2] , İ̇brahim YÜCEDAĞ [3]


Bu çalışmada, çimento harçlarının eğilme dayanım değerlerini tahmin etmek için Bulanık Mantık tahmin modelleri geliştirilmiştir. Bu amaçla, referans ve %5, 10, 15 ve 20 oranında metakaolin ikameli çimento harçaları üretilmiştir. Üretilen bu harçların eğilme dayanım değerleri 2, 7, 28 ve 56. günlerde standart çimento deneyleri ile tespit edilmiştir. Ayrıca, çimento harçlarının eğilme dayanımlarını tahmin etmek için üçgen bulanık sayı katsayıları ve Gauss üyelik fonksiyonu kullanılarak, Bulanık Mantık tahmin modelleri oluşturulmuştur. Deneysel sonuçlar Bulanık Mantık sonuçlarıyla karşılaştırılmıştır. Sonuç olarak, bulanık üçgen sayı katsayıları ve Gauss üyelik fonksiyonu için çimento harçlarının eğilme mukavemeti korelasyon katsayıları sırasıyla 0,84 ve 0,87 olarak bulunmuştur. Bu sonuçlar, test sonuçları ile bulanık sonuçlar arasında iyi bir uyum olduğunu ve inşaat mühendisliği uygulamalarında başarıyla uygulanabileceğini göstermektedir.
In this study, Fuzzy Logic models have been introduced to predict flexural strength values of cement mortars. For this purpose, reference cement mortar containing only Portland–composite cement, and mixtures having metakaolin replacing 5, 10, 15 and 20% by weight of the Portland–composite cement were produced. The mortars’ flexural strength values were established at 2, 7, 28 and 56-day with standard cement test. In addition, Fuzzy Logic prediction models were created by using fuzzy triangular number coefficients and Gauss membership function to predict flexural strength of cement mortars. Subsequently, experimental with fuzzy results are compared. Accordingly, the correlation coefficient of flexural strength of cement mortars for fuzzy triangular number coefficients and Gauss membership function were found 0.84 and 0.87, respectively. These results show that between experimental and fuzzy results are a good harmony, and can be successfully applied in civil engineering applications.
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Primary Language en
Subjects Engineering
Journal Section Articles
Authors

Orcid: 0000-0002-8640-1758
Author: Burak KOÇAK
Institution: DÜZCE ÜNİVERSİTESİ
Country: Turkey


Orcid: 0000-0002-5281-5450
Author: Yılmaz KOÇAK (Primary Author)
Institution: DUZCE UNIVERSITY
Country: Turkey


Orcid: 0000-0003-2975-7392
Author: İ̇brahim YÜCEDAĞ
Institution: DÜZCE ÜNİVERSİTESİ
Country: Turkey


Thanks The authors would like to thank Cimsa Mersin Cement Factory executives and the staff for their help in mechanical test.
Dates

Publication Date : October 29, 2020

Bibtex @research article { dubited798315, journal = {Düzce Üniversitesi Bilim ve Teknoloji Dergisi}, issn = {}, eissn = {2148-2446}, address = {}, publisher = {Duzce University}, year = {2020}, volume = {8}, pages = {2377 - 2387}, doi = {10.29130/dubited.798315}, title = {Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic}, key = {cite}, author = {Koçak, Burak and Koçak, Yılmaz and Yücedağ, İ̇brahim} }
APA Koçak, B , Koçak, Y , Yücedağ, İ . (2020). Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic . Düzce Üniversitesi Bilim ve Teknoloji Dergisi , 8 (4) , 2377-2387 . DOI: 10.29130/dubited.798315
MLA Koçak, B , Koçak, Y , Yücedağ, İ . "Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic" . Düzce Üniversitesi Bilim ve Teknoloji Dergisi 8 (2020 ): 2377-2387 <https://dergipark.org.tr/en/pub/dubited/issue/57598/798315>
Chicago Koçak, B , Koçak, Y , Yücedağ, İ . "Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic". Düzce Üniversitesi Bilim ve Teknoloji Dergisi 8 (2020 ): 2377-2387
RIS TY - JOUR T1 - Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic AU - Burak Koçak , Yılmaz Koçak , İ̇brahim Yücedağ Y1 - 2020 PY - 2020 N1 - doi: 10.29130/dubited.798315 DO - 10.29130/dubited.798315 T2 - Düzce Üniversitesi Bilim ve Teknoloji Dergisi JF - Journal JO - JOR SP - 2377 EP - 2387 VL - 8 IS - 4 SN - -2148-2446 M3 - doi: 10.29130/dubited.798315 UR - https://doi.org/10.29130/dubited.798315 Y2 - 2020 ER -
EndNote %0 Düzce Üniversitesi Bilim ve Teknoloji Dergisi Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic %A Burak Koçak , Yılmaz Koçak , İ̇brahim Yücedağ %T Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic %D 2020 %J Düzce Üniversitesi Bilim ve Teknoloji Dergisi %P -2148-2446 %V 8 %N 4 %R doi: 10.29130/dubited.798315 %U 10.29130/dubited.798315
ISNAD Koçak, Burak , Koçak, Yılmaz , Yücedağ, İ̇brahim . "Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic". Düzce Üniversitesi Bilim ve Teknoloji Dergisi 8 / 4 (October 2020): 2377-2387 . https://doi.org/10.29130/dubited.798315
AMA Koçak B , Koçak Y , Yücedağ İ . Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic. DÜBİTED. 2020; 8(4): 2377-2387.
Vancouver Koçak B , Koçak Y , Yücedağ İ . Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic. Düzce Üniversitesi Bilim ve Teknoloji Dergisi. 2020; 8(4): 2377-2387.
IEEE B. Koçak , Y. Koçak and İ. Yücedağ , "Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic", Düzce Üniversitesi Bilim ve Teknoloji Dergisi, vol. 8, no. 4, pp. 2377-2387, Oct. 2020, doi:10.29130/dubited.798315