Prediction of the compressive strength of normal and high-performance concretes using M5P model tree algorithm

被引:232
|
作者
Behnood, Ali [1 ]
Behnood, Venous [2 ]
Gharehveran, Mahsa Modiri [1 ]
Alyamac, Kursat Esat [1 ,3 ]
机构
[1] Purdue Univ, Lyles Sch Civil Engn, 550 Stadium Mall, W Lafayette, IN 47907 USA
[2] Univ Mohaghegh Ardabili, Daneshgah St, Ardebil 5619911367, Iran
[3] Firat Univ, Civil Engn Dept, Engn Fac, TR-23119 Elazig, Turkey
关键词
M5P model tree; High performance concrete; Estimation of compressive strength; Fly ash; Blast furnace slag; AIR-ENTRAINED CONCRETE; FLY-ASH; NEURAL-NETWORK; SLAG CONCRETE; STEEL FIBER; COPPER SLAG; MODULUS; SILICA; ELASTICITY; FUZZY;
D O I
10.1016/j.conbuildmat.2017.03.061
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Compressive strength of concrete is one the parameters required in many design codes. A reliable prediction of it can save in time and cost by quickly generating the needed design data. In addition, it can reduce the material waste by reducing the number of trial mixes. In this study, M5P model tree algorithm was used to predict the compressive strength of normal concrete (NC) and high performance concrete (HPC). Compared to other soft computing methods, model trees are able to offer two main advantages: (a) they are able to provide mathematical equations and offer more insight into the obtained equations and (b) they are more convenient to develop and implement. To develop the model tree, a total of 1912 distinctive data records were collected from internationally published literature. Overall, the results show that M5P model tree can be a better alternative approach for prediction of the compressive strength of NC and HPC using the amount of constituents of concrete as input parameters. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:199 / 207
页数:9
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