4.5 Article

Compressive behavior of hybrid steel-polyvinyl alcohol fiber-reinforced concrete containing fly ash and slag powder: experiments and an artificial neural network model

期刊

JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A
卷 22, 期 9, 页码 721-735

出版社

ZHEJIANG UNIV PRESS
DOI: 10.1631/jzus.A2000379

关键词

Experiments; Artificial neural network (ANN); Hybrid fiber-reinforced concrete (HFRC); Compressive behavior; Stress-strain curve; TU528; 572

资金

  1. National Natural Science Foundation of China [51978515, 52090083]
  2. Shanghai Sailing Program [19YF1451400]
  3. Shanghai Municipal Science and Technology Major Project, China [2017SHZDZX02]

向作者/读者索取更多资源

This study investigated the compressive behavior of hybrid fiber-reinforced concrete (HFRC) through compression experiments and an artificial neural network (ANN) approach. The results showed that the ANN model outperformed the traditional equation-based model in predicting compressive strength, strain, and stress-strain curve of HFRC, demonstrating its accuracy and reliability in analyzing composite materials.
Understanding the mechanical behavior of hybrid fiber-reinforced concrete (HFRC), a composite material, is crucial for the design of HFRC and HFRC structures. In this study, a series of compression experiments were performed on hybrid steel-polyvinyl alcohol (PVA) fiber-reinforced concrete containing fly ash and slag powder, with a focus on the fiber content/ratio effect on its compressive behavior; a new approach was built to model the compression behavior of HFRC by using an artificial neural network (ANN) method. The proposed ANN model incorporated two new developments: the prediction of the compressive stress-strain curve and consideration of 23 features of components of HFRC. To build a database for the ANN model, relevant published data were also collected. Three indices were used to train and evaluate the ANN model. To highlight the performance of the ANN model, it was compared with a traditional equation-based model. The results revealed that the relative errors of the predicted compressive strength and strain corresponding to compressive strength of the ANN model were close to 0, while the corresponding values from the equation-based model were higher. Therefore, the ANN model is better able to consider the effect of different components on the compressive behavior of HFRC in terms of compressive strength, the strain corresponding to compressive strength, and the compressive stress-strain curve. Such an ANN model could also be a good tool to predict the mechanical behavior of other composite materials.

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