Machine-learning prediction of residual tensile strength of GFRP rebars in alkaline environments
Source abstract
Abstract
Assessing and forecasting the long-term behavior of glass fiber-reinforced polymer (GFRP) rebars continue to pose significant challenges. To address this, the present study introduces a predictive framework aimed at estimating the retained tensile strength of GFRP rebars when exposed to alkaline environments. A total of 350 experimental data points were collected through keyword-based literature retrieval and subsequently augmented using a Gaussian Copula-based generative model. Six machine learning algorithms, combined with grid search and five-fold cross-validation, were employed to develop predictive models for residual tensile strength in alkaline environments. SHAP (SHapley Additive exPlanations) was used to conduct parameter importance and sensitivity analyses. Unlike prior ML-based durability studies that often suffer from data scarcity and limited generalization, this work uniquely integrates a statistical generative approach to rigorously expand small-scale experimental datasets while preserving their underlying physical correlations, thereby significantly enhancing model robustness. The results show that the Gaussian Copula model effectively captures the primary distributional characteristics of the experimental data, and that XGB (eXtreme Gradient Boosting) is the most suitable model for predicting residual tensile strength. Among the input parameters, environmental temperature has the greatest influence on residual tensile strength, while pH exhibits the least impact. Fiber content and rebar diameter positively affect residual tensile strength—higher values lead to greater strength. Conversely, higher pH, elevated temperature, and longer exposure duration negatively influence residual tensile strength. These findings on parameter importance and sensitivity provide valuable insights for durability studies of GFRP rebars.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Mechanical Behavior of Composites · Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
College of Ocean and Civil Engineering, Dalian Ocean University 1 , Dalian 116023,
School of Information Engineering, Dalian Ocean University 2 , Dalian 116023,
References (39)
Show source-provided references
1. A review on durability of fiber reinforced polymer (FRP) bars reinforced seawater sea sand concrete10.1016/j.conbuildmat.2020.119484 ↗
2. FRP bar and concrete bond durability in seawater: A meta-analysis review on degradation process, effective parameters, and predictive models10.1016/j.istruc.2024.106231 ↗
3. Durability of GFRP reinforcing bars in seawater concrete10.1016/j.conbuildmat.2020.121492 ↗
4. Prediction of the long-term performance and durability of GFRP bars under the combined effect of a sustained load and severe environments10.3390/ma13102341 ↗
5. Degradation of glass fiber reinforced polymer (GFRP) bars in concrete environment10.1016/j.conbuildmat.2021.123451 ↗
6. Reconsideration of the environmental reduction factor CE for GFRP reinforcing bars in concrete structures10.1061/(asce)cc.1943-5614.0001040 ↗
7. Prediction model of long-term tensile strength of glass fiber reinforced polymer bars exposed to alkaline solution based on Bayesian optimized artificial neural network10.1016/j.conbuildmat.2023.132885 ↗
8. North American design guidelines for concrete reinforcement and strengthening using FRP: Principles, applications and unresolved issues10.1016/s0950-0618(03)00042-4 ↗
9. Machine learning prediction of residual tensile strength of glass fiber reinforced polymer bars in alkaline environments10.1016/j.istruc.2025.108552 ↗
10. Long-term durability prediction models for GFRP bars in concrete environment10.1177/0021998311427777 ↗
11. Machine learning models to predict the residual tensile strength of glass fiber reinforced polymer bars in strong alkaline environments: A comparative study10.1016/j.jobe.2023.106817 ↗
12. Machine learning-based prediction of tensile strength of glass fiber-reinforced polymer rebar under environmental conditions10.1177/13694332251363357 ↗
13. Model for calculating the corrosion degree of reinforcement based on self-magnetic flux leakage and genetic programming10.1080/10589759.2025.2588449 ↗
14. A novel approach for predicting FRP debonding strain in concrete using an optimized self-learning model10.1016/j.compstruct.2025.119572 ↗
15. A hybrid Bayesian model updating and non-dominated sorting genetic algorithm framework for intelligent mix design of steel fiber reinforced concrete10.1016/j.engappai.2025.112071 ↗
16. Modeling chloride ion diffusion in recycled aggregate concrete: A fuzzy neural network approach integrating material and environmental factors10.1016/j.istruc.2025.108372 ↗
17. Prediction of compressive strength of fly ash-based geopolymers concrete based on machine learning10.1016/j.rineng.2025.106492 ↗
18. Predicting concrete-to-concrete interfacial shear strength using explainable machine learning10.1016/j.rineng.2025.108370 ↗
19. Data-driven shear capacity prediction of studs embedded in UHPC for Steel–UHPC composite structures10.1061/jsendh.steng-13818 ↗
20. Generative adversarial network-enhanced machine learning models for high-precision prediction of rectangular concrete-filled steel tube strength10.1016/j.engstruct.2025.120514 ↗
21. Enhancing bond strength prediction at UHPC-NC interface: A data-driven approach with augmentation and explainability10.1016/j.conbuildmat.2024.138757 ↗
22. Data-driven model for predicting intermediate crack induced debonding of FRP-strengthened RC beams in flexure10.1016/j.istruc.2022.05.023 ↗
23. Effect of harsh environmental conditions on the tensile properties of GFRP bars10.1016/j.compositesb.2012.05.004 ↗
24. Effects of diameter on the durability of glass fiber–reinforced polymer bars conditioned in alkaline solution10.1061/(asce)cc.1943-5614.0000814 ↗
25. Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests10.1061/(asce)1090-0268(2006)10:4(279) ↗
26. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures10.1016/j.compstruct.2005.08.015 ↗
27. Performance evaluation and microstructural characterization of GFRP bars in seawater-contaminated concrete10.1016/j.conbuildmat.2017.04.135 ↗
28. Durability of glass fiber-reinforced polymer bars conditioned in moist seawater-contaminated concrete under sustained load10.1016/j.conbuildmat.2018.04.107 ↗
29. Tensile strength characteristics of GFRP bars in concrete beams with work cracks under sustained loading and severe environments10.1007/s11595-013-0796-0 ↗
30. Durability and degradation mechanism of GFRP bars embedded in concrete beams with cracks10.1080/14658011.2016.1245807 ↗
31. Short-term durability test for GFRP rods under various environmental conditions10.1016/j.compstruct.2007.03.005 ↗
32. Durability of FRP rods for concrete structures10.1016/j.conbuildmat.2004.04.012 ↗
33. Use of thermogravimetric analysis to develop accelerated test methods to investigate long-term environmental effects on fiber-reinforced plastics
34. Combined effects of saline solution and moist concrete on long-term durability of GFRP reinforcing bars10.1016/j.conbuildmat.2012.08.021 ↗
35. Durability of GFRP reinforcing bars embedded in moist concrete10.1061/(asce)1090-0268(2009)13:2(66) ↗
36. Long term durability of pultruded polymer composite rebar in concrete environment10.1016/j.matdes.2014.01.049 ↗
37. The effect of exposure to alkaline solution and water on the strength–porosity relationship of GFRP rebar10.1016/j.compositesb.2007.11.002 ↗
38. Dimension reduction big data using recognition of data features based on copula function and principal component analysis10.1155/2021/9967368 ↗
39. Data-augmented machine learning for predicting flexural strength of steel fiber-reinforced concrete in underground structures10.1063/5.0297029 ↗