Prediction Model of Compressive Strength Development in Concrete Containing Four Kinds of Gelled Materials with the Artificial Intelligence Method

被引:16
作者
Liu, Guohua [1 ]
Zheng, Jian [1 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, Inst Hydraul Struct & Water Environm, Hangzhou 310058, Zhejiang, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2019年 / 9卷 / 06期
基金
中国国家自然科学基金;
关键词
compressive strength; prediction; model; gelled materials; BLAST-FURNACE SLAG; HIGH-PERFORMANCE CONCRETE; MINERAL ADMIXTURES; FLY-ASH; MECHANICAL-PROPERTIES; SILICA FUME; RESISTANCE; ALGORITHM; VELOCITY; MORTARS;
D O I
10.3390/app9061039
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Featured Application Predict the concrete compressive strength development over time. Abstract Green concrete has been widely used in recent years because its production compliments environmental conservation. The prediction of the compressive strength of concrete using non-destructive techniques is of interest to engineers worldwide. Such methods are easy to carry out because they require little or no sample preparation. Conventional models and artificial intelligence models are two main types of models to predict the compressive strength of concrete. Artificial intelligence models main include the artificial neural network (ANN) model, back propagation (BP) neural network model, fuzzy model etc. Since both conventional models and artificial intelligence models are flawed. This study proposes to build a concrete compressive strength development over time (CCSDOT) model by using conventional method combined with the artificial intelligence method. The CCSDOT model performed well in predicting and fitting the compressive strength development in green concrete containing cement, slag, fly ash, and limestone flour. It is concluded that the CCSDOT model is stable through the use of sensitivity analysis. To evaluate the precision of this model, the prediction results of the proposed model were compared to that of the model based on the BP neural network. The results verify that the recommended model enjoys better flexibility, capability, and accuracy in predicting the compressive strength development in concrete than the other models.
引用
收藏
页数:13
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