Authors
Khalil AL-Bukhaiti; Liu Yanhui; Zhao Shichun; Han Daguang
Journal
Practice Periodical on Structural Design and Construction, 2023
DOI
10.1061/ppscfx.sceng-1421
Citations
8 (OpenAlex, 3 Aug 2026)

Abstract

The interface bond strength between carbon fiber-reinforced polymer (CFRP) layers and concrete is a crucial metric for determining the mechanical properties of CFRP-reinforced concrete. This bond strength is essential for evaluating CFRP-reinforced concrete’s performance and ensuring the materials’ structural integrity. A database was established using the experimental data in the literature to evaluate the interface bond strength. This database comprised 360 groups of different conditions test results of CFRP-reinforced concrete, which were used to create a prediction model using an artificial neural network. The database was randomly divided into two data sets: 310 groups were used for training the neural network model and 50 for simulated prediction. A three-layer artificial neural network model was trained using the backpropagation algorithm, which is widely used in artificial neural networks. The model’s input layer considered seven parameters, including the type of CFRP layer, surface form, CFRP layer thickness, anchorage length, failure mode, concrete compressive strength, and normalized concrete cover thickness. These parameters were selected based on their known influence on the interface bond strength between the CFRP layers and concrete. The output layer of the model represented the interface bond strength between the CFRP layers and concrete. The model’s results indicated that the backpropagation (BP) neural network model had strong capability of prediction and generalization. The predicting error was minimal, a crucial aspect of the model’s accuracy. Further, this approach allows for integrating many factors that influence the interface bond strength between the CFRP layers and concrete, providing accurate predictions of the bond strength. It can be used as a valuable tool for evaluating the performance of CFRP-reinforced concrete.

Cite this work

@article{han2023basedonbpneural,
  title   = {Based on BP Neural Network: Prediction of Interface Bond Strength between CFRP Layers and Reinforced Concrete},
  author  = {Khalil AL-Bukhaiti and Liu Yanhui and Zhao Shichun and Han Daguang},
  journal = {Practice Periodical on Structural Design and Construction},
  year    = {2023},
  doi     = {10.1061/ppscfx.sceng-1421},
}

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Author identity: ORCID 0000-0003-3787-963X · Google Scholar