A new empirical formula for prediction of fracture energy of concrete based on the artificial neural network

被引:102
作者
Nikbin, Iman M. [1 ]
Rahimi, Saman R. [2 ]
Allahyari, Hamed [3 ]
机构
[1] Islamic Azad Univ, Rasht Branch, Dept Civil Engn, Rasht, Iran
[2] Islamic Azad Univ, Rasht Branch, Young Researchers & Elite Club, Rasht, Iran
[3] Monash Univ, Dept Civil Engn, Melbourne, Vic, Australia
关键词
Neural networks; Fracture energy; Concrete; Empirical formula; HIGH-STRENGTH CONCRETE; HIGH-PERFORMANCE CONCRETE; SELF-COMPACTING CONCRETE; 3-POINT BEND TESTS; FLY-ASH; PARAMETERS; SIZE; BEHAVIOR; BRITTLENESS; AGGREGATE;
D O I
10.1016/j.engfracmech.2017.11.010
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Assessment of energy needed for crack growth in concrete structures has been an interesting topic since the use of fracture mechanics to concrete. For concrete as a quasi-brittle material, the fracture energy has been demonstrated to be an effective index in the safe design of structures and the failure behavior modeling. Since the nonlinear behavior of concrete in fracture process is very complicated, intensive debates on the precise prediction of fracture energy by means of available estimating formula have never ended. In the present study, a new empirical method to determine the fracture energy of concrete is explored. With an extensive experimental database including 246 fracture tests, a new artificial neural network (ANN) model relating the fracture energy to different effective parameters such as compressive strength, water to cement ratio, maximum aggregate size and age is trained and validated. Using the generalization capabilities of the ANN, an empirical design plot and some correcting equations are extended to make a user-friendly formula to determine the fracture energy of concrete in practical design. Results showed that predicted values from ANN are in rationally good agreement with the experimental data and also ANN give higher accuracy than existing regression models, especially with overcoming the high scattered predictions. The use of the new empirical method as an efficient technique for determining the fracture energy of concrete is thus proved. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:466 / 482
页数:17
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