دورية أكاديمية

Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic

التفاصيل البيبلوغرافية
العنوان: Prediction of Flexural Strength of Portland–Composite Cement Mortars Substituting Metakaolin Using Fuzzy Logic
المؤلفون: Burak Koçak, Yılmaz Koçak, İbrahim Yücedağ
المصدر: Düzce Üniversitesi Bilim ve Teknoloji Dergisi, Vol 8, Iss 4, Pp 2377-2387 (2020)
بيانات النشر: Düzce University, 2020.
سنة النشر: 2020
المجموعة: LCC:Technology
LCC:Engineering (General). Civil engineering (General)
LCC:Science
LCC:Science (General)
مصطلحات موضوعية: portland–composite cement, metakaolin, flexural strength, fuzzy logic, portland kompoze çimento, eğilme dayanımı, bulanık mantık, Technology, Engineering (General). Civil engineering (General), TA1-2040, Science, Science (General), Q1-390
الوصف: 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.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
Turkish
تدمد: 2148-2446
Relation: https://dergipark.org.tr/tr/download/article-file/1303299; https://doaj.org/toc/2148-2446
DOI: 10.29130/dubited.798315
URL الوصول: https://doaj.org/article/3c8c1169184e43979c2055018bfbb712
رقم الأكسشن: edsdoj.3c8c1169184e43979c2055018bfbb712
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:21482446
DOI:10.29130/dubited.798315