基于XGBoost算法的GFRP海水老化及蠕变性能的机器学习预测研究

Machine learning modeling and prediction on the seawater aging and creep behavior of GFRP based on XGBoost algorithm

  • 摘要: 目的针对传统理论方法的局限,提出采用XGBoost算法构建机器学习模型,实现玻璃纤维增强复合材料(GFRP)在海水环境中长期性能的高效预测,揭示环境/载荷因素对GFRP老化行为及弯曲蠕变应变的影响机制。方法收集并整理GFRP蠕变和老化数据,包括244个海水老化后的弯曲强度(无外力)数据和333个水浸条件下的弯曲蠕变应变(有外力)数据。将预处理后的两组数据按照4:1的比例随机划分为训练集和测试集,利用网格搜索与k折交叉验证法(k=10)对模型的超参数进行优化确定,并采用SHAP方法开展特征重要性分析。结果基于XGBoost算法的机器学习模型在海水老化和弯曲蠕变测试集上均具有很高的精度(决定系数R2分别为0.9964和0.9941),对验证用的新工况也能给出较准确的预测结果。结论温度对GFRP海水老化行为的影响强于海水浓度,且干湿交替会加速其弯曲强度退化,而对于外力作用下的长期弯曲蠕变性能,温度的影响弱于应力水平。这些定量规律可为海水环境中GFRP长期性能评估提供重要参考。

     

    Abstract: Objectives To address the limitations of traditional theoretical methods, the XGBoost algorithm is employed to construct a machine learning model. The model aims to achieve efficient prediction of the long-term performance of Glass Fiber Reinforced Polymer (GFRP) in seawater environments and to elucidate the influence mechanisms of environmental/load factors on aging behavior and the flexural creep strain of GFRP. MethodsGFRP creep and aging data were collected and compiled, encompassing 244 data points for flexural strength after seawater aging (without external load) and 333 data points for flexural creep strain under water immersion conditions (with sustained load). The preprocessed datasets were randomly divided into training and test sets at a 4:1 ratio. Model hyperparameters were optimized and determined using grid search combined with k-fold cross-validation (k=10). Feature importance analysis was subsequently conducted using the SHapley Additive exPlanations (SHAP) method. Results The machine learning model based on the XGBoost algorithm demonstrated high accuracy on both the seawater aging and flexural creep test sets, with coefficient of determination (R²) of 0.9964 and 0.9941, respectively. It also provided reasonably accurate predictions for new, previously untested conditions used for validation. ConclusionsThe effect of temperature on the seawater aging behavior of GFRP is more pronounced than that of seawater concentration. Furthermore, dry-wet cycling accelerates the degradation of its flexural strength. Regarding the long-term flexural creep performance under sustained loading, however, the influence of temperature is inferior to that of the stress level. These quantitative relationships provide crucial references for the long-term performance assessment of GFRP in seawater environments.

     

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