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基于无偏特征选择的混凝土侵彻深度预测模型

张秀丽1,2,张杰1,2*, 亓晓鹏1,2, 王志勇1,2,刘志芳1,2,王志华1,2   

  1. 1.太原理工大学 航空航天学院 应用力学研究所; 2. 材料强度与结构冲击山西省重点实验室
  • 收稿日期:2025-01-06 修回日期:2025-02-24
  • 基金资助:
    国家自然科学基金项目(12472390、12032006);山西省科技创新领军人才团队项目(202204051002006)

Prediction Model of Concrete Penetration Depth Based on Unbiased Feature Selection

ZHANG Xiuli1,2, ZHANG Jie1 ,2*, QI Xiaopeng1,2, WANG Zhiyong1,2, LIU Zhifang1,2, WANG Zhihua1,2   

  1. 1. Institute of Applied Mechanics, College of Aeronautics and Astronautics, Taiyuan University of Technology ;2. Shanxi Key Laboratory of Material Strength and Structural Impact
  • Received:2025-01-06 Revised:2025-02-24

摘要: 针对混凝土侵彻深度预测中数据不足、特征选择困难以及传统经验公式适用性有限的问题,提出一种基于深度学习和优化策略的混凝土侵彻深度预测模型。收集218组混凝土侵彻试验数据,并结合多阶段经验公式生成数据,有效扩展数据集的规模和多样性。为提高特征选择的准确性,采用XGBoost(eXtreme Gradient Boosting)模型结合SHAP(SHapley Additive exPlanations)值进行特征筛选和降维,识别出与侵彻深度相关的关键特征。基于筛选后的关键特征,构建用于侵彻深度预测的多层感知器(Multi-layer Perceptron,MLP)模型。为优化模型性能,使用贝叶斯优化方法调优MLP模型的超参数,并通过K折交叉验证对模型的泛化能力进行评估。研究结果表明:新提出的模型在多种工况下表现优于传统经验公式,其预测精度和稳定性显著提升,展现出良好的泛化能力和适应性;与传统经验公式相比,新模型在各经验公式的适用范围内同样表现出更优的预测效果。

关键词: 混凝土, 侵彻深度预测, 无偏特征选择, 贝叶斯优化

Abstract: Aiming at addressing the challenges of insufficient data, complex feature selection, and limited applicability of traditional empirical formulas in predicting concrete penetration depth, this paper proposes a prediction model of concrete penetration depth that leverages deep learning and optimization strategies. Initially, 218 sets of concrete penetration test data were collected, and through the integration of multi-stage empirical formulas, the dataset was expanded both in size and diversity. To enhance the accuracy of feature selection, an XGBoost (eXtreme Gradient Boosting) model combined with SHAP (SHapley Additive exPlanations) values was employed for feature screening and dimensionality reduction, thereby identifying key features that are correlated with penetration depth. Based on these selected key features, a multi-layer perceptron (MLP) model was constructed for penetration depth prediction. Further, Bayesian optimization was applied to fine-tune the hyperparameters of the MLP model, and K-fold cross-validation was used to evaluate its generalization capability. The results demonstrate that the proposed model performs better than the traditional empirical formula under various conditions, its prediction accuracy and stability are significantly improved, and it shows good generalization ability and adaptability. In addition, compared with the traditional empirical formulas, the model in this paper also shows better prediction effect in the applicable range of the empirical formulas.

Key words: concrete, penetration depth prediction, unbiased feature selection, Bayesian optimization

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