[1] Kaplan, M., "Crack Ppropagation and the Ffracture of Concrete", American Concrete Institute ACI. J., 1961, 58 (5),591-610.
[2] Topcu, I. B., Saridemir, M., "Prediction of Compressive Strength of Concrete Containing Fly Ash Using Artificial Neural Networks and Fuzzy Logic", Computational Materials Science, 2008, 41(3), 305-311.
[3] Bazant, Z. P., Becq-Giraudon, E., "Statistical Prediction of Fracture Parameters of Concrete and Implications for Choice of Testing Standard", Cement and Concrete Research, 2002, 32 (4), 529-556.
[4] Ince, R., "Prediction of Fracture Parameters of Concrete by Artificial Neural Networks", Engineering Fracture Mechanics, 2004, 71 (15), 2143-2159.
[5] Roesler, J., Paulino, G. H., Park, K., Gaedicke, C., "Concrete Fracture Prediction Using Bilinear Softening", Cement and Concrete Composites, 2007, 29 (4), 300-312.
[6] Einsfeld, R. A., Velasco, M. S. L., "Fracture Parameters for High-Performance Concrete", Cement and Concrete Research, 2006, 36(3), 576-583.
[7] Reis, J., Ferreira, A., "A contribution to the Study of the Fracture Energy of Polymer Concrete and Fiber Reinforced Polymer Concrete", Polymer Testing, 2004, 23 (4), 437-440.
[8] Zhao, Z., Kwon, S. H., Sandra, S. P., "Effect of Specimen Size on Fracture Energy and Softening Curve of Concrete: Part I. Experiments and Fracture Energy", Cement and Concrete Research, 2008, 38 (8-9), 1049-1060.
[9] Hu, X., Duan, K., "Influence of Fracture Process Zone Height on Fracture Energy of Concrete", Cement and Concrete Research, 2004, 34 (8), 1321-1330.
[10] Topcu, I. B., Karakurt, C., Sarıdemir, M., "Predicting the Strength Development of Cements Produced with Different Pozzolans by Neural Network and Fuzzy Logic", Materials & Design, 2008, 29 (10), 1986-1991.
]11[ منهاج، م.، "هوش محاسباتی (جلد اول): مبانی شبکههای عصبی"، مرکز نشر دانشگاه صنعتی امیرکبیر، چاپ ششم، تهران، 1388.
[12] INCE, R., "Artificial Neural Network Based Analysis of Effective Crack Model in Concrete Fracture", Fatigue & Fracture of Engineering Materials & Structures, 2010, 33 (9), 595-606.
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