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基于无损检测和机器学习的混凝土强度预测模型

Research on Concrete Strength Prediction Based on Non-destructive Testing and Machine Learning

  • 摘要: 在建筑与市政工程领域,既有混凝土结构的性能评估尤其是抗压强度预测已成为热点问题。以超声脉冲速度(UPV)和回弹数(RN)测试为代表的无损检测技术(NDT)广泛用于混凝土结构抗压强度的预测。然而,现有方法大多忽略混凝土配合比设计因素,导致模型泛化能力不足,难以适应实际工程中多样化的混凝土组成。本研究结合不同配合比的混凝土无损检测测试数据,建立了支持向量机回归(SVR)和反向传播神经网络(BPNN)两种机器学习模型,基于180组不同配合比的数据集进行模型训练,并利用机器学习评价指标进一步评估模型的性能。预测结果显示:在不考虑混凝土配合比设计情况下,SVR模型和BPNN预测模型对应的混凝土抗压强度测试集决定系数R2分别为0.860和0.867;在考虑混凝土配合比设计情况下,所建立的SVR模型预测结果的决定系数R2为95%,BPNN预测模型的决定系数R2为92%,且SVR模型对混凝土抗压强度预测结果的各项评价指标均优于BPNN模型。本研究为既有混凝土结构强度评估提供了一种高精度、非破坏性的技术手段,具有良好的工程应用价值。

     

    Abstract: In the field of construction and municipal engineering, the performance evaluation of existing concrete structures, especially the prediction of compressive strength, has become a hot topic. Non destructive testing techniques (NDT) represented by ultrasonic pulse velocity (UPV) and rebound number (RN) testing are widely used for predicting the compressive strength of concrete structures. However, most existing methods ignore the factors of concrete mix design, resulting in insufficient model generalization ability and difficulty in adapting to the diverse concrete composition in practical engineering. This study established two machine learning models, Support Vector Regression (SVR) and Backpropagation Neural Network (BPNN), based on non-destructive testing data of concrete with different mix proportions. The models were trained on a dataset of 180 different mix proportions, and the performance of the models was further evaluated using machine learning evaluation indicators. The prediction results show that, without considering the concrete mix design, the determination coefficients R2 of the concrete compressive strength test set corresponding to the SVR model and BPNN prediction model are 0.860 and 0.867, respectively. When considering the design of concrete mix proportion, the determination coefficient R2 of the SVR model prediction results is 95%, and the determination coefficient R2 of the BPNN prediction model is 92%. Moreover, the SVR model outperforms the BPNN model in all evaluation indicators of concrete compressive strength prediction results. This study provides a high-precision and non-destructive technical means for evaluating the strength of existing concrete structures, which has important engineering application value.

     

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