Natural language processing‐based deep transfer learning model across diverse tabular datasets for bond strength prediction of composite bars in concrete

As conventional machine learning models often struggle with scarcity and structural variation of training data, this paper proposes a novel regression transfer learning framework called transferable tabular regressor (TransTabRegressor) to address this challenge. The TransTabRegressor integrates natural language processing (NLP) for feature encoding, transformer for enhanced feature representation, and deep learning (DL) for robust modeling, facilitating effective transfer learning across tabular datasets using reducing input parameters. By leveraging the NLP data processor, the framework embeds both parameter names and values, enabling it to recognize and adapt to different expressions of similar parameters. For instance, the bond strength of fiber-reinforced polymer (FRP) bars embedded in ultra-high-performance concrete (UHPC) is critical for ensuring the integrity of FRP-UHPC structures. While pullout tests are widely adopted for their simplicity to generate substantial data, beam tests provide a closer approximation to actual stress conditions but are more complex thus resulting in limited data size. As a verification, the framework is applied to predict the bond strength of FRP bars embedded in UHPC using limited beam test data. A pre-trained model is first established using 479 pieces of pullout test data. Subsequently, two transfer learning models are developed by fine-tuning on 115 pieces of beam test data, where 66 correspond to concrete splitting failure and 49 correspond to pullout failure. For comparative analysis, XGBoost and neural network models are directly trained on the beam test data. Evaluation results demonstrate that the transfer learning models achieve significantly improved prediction accuracy and generalization capability. This study significantly highlights the effectiveness of the proposed TransTabRegressor in handling data scarcity and variability in input parameters across various engineering applications.

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Publication Details

Journal
Computer-Aided Civil and Infrastructure Engineering
Published
2024-10-12
DOI
https://doi.org/10.1111/mice.13357
Citations
26
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
Field-Weighted Citation Impact
6.78

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article

Natural language processing‐based deep transfer learning model across diverse tabular datasets for bond strength prediction of composite bars in concrete

Peng Zhang, Mudassir Iqbal, Xiao‐Ling Zhao, Daxu Zhang et al.
26 citations
Computer-Aided Civil and Infrastructure Engineering
Infrastructure Maintenance and Monitoring
6.78
article

Natural language processing‐based deep transfer learning model across diverse tabular datasets for bond strength prediction of composite bars in concrete

Peng Zhang, Mudassir Iqbal, Xiao‐Ling Zhao, Daxu Zhang, Qi Zhao, Yiliyaer Tuerxunmaimaiti
article en
26 citations

Abstract

As conventional machine learning models often struggle with scarcity and structural variation of training data, this paper proposes a novel regression transfer learning framework called transferable tabular regressor (TransTabRegressor) to address this challenge. The TransTabRegressor integrates natural language processing (NLP) for feature encoding, transformer for enhanced feature representation, and deep learning (DL) for robust modeling, facilitating effective transfer learning across tabular datasets using reducing input parameters. By leveraging the NLP data processor, the framework embeds both parameter names and values, enabling it to recognize and adapt to different expressions of similar parameters. For instance, the bond strength of fiber-reinforced polymer (FRP) bars embedded in ultra-high-performance concrete (UHPC) is critical for ensuring the integrity of FRP-UHPC structures. While pullout tests are widely adopted for their simplicity to generate substantial data, beam tests provide a closer approximation to actual stress conditions but are more complex thus resulting in limited data size. As a verification, the framework is applied to predict the bond strength of FRP bars embedded in UHPC using limited beam test data. A pre-trained model is first established using 479 pieces of pullout test data. Subsequently, two transfer learning models are developed by fine-tuning on 115 pieces of beam test data, where 66 correspond to concrete splitting failure and 49 correspond to pullout failure. For comparative analysis, XGBoost and neural network models are directly trained on the beam test data. Evaluation results demonstrate that the transfer learning models achieve significantly improved prediction accuracy and generalization capability. This study significantly highlights the effectiveness of the proposed TransTabRegressor in handling data scarcity and variability in input parameters across various engineering applications.

Computer-Aided Civil and Infrastructure EngineeringVol. 40(7)
Hong Kong Polytechnic University (HK), Shanghai Jiao Tong University (CN), Shanghai Ocean University (CN), University of Engineering and Technology Peshawar (PK)
Natural Science Foundation of Shanghai, National Natural Science Foundation of China
Quality Education
Openalex Percentile: Top 2%
Infrastructure Maintenance and Monitoring
6.78
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