用机器学习分析混凝土配比对氯离子渗透的影响,预测寿命更准。
Data-Driven Assessment of Concrete Mixture Compositions on Chloride Transport via Standalone Machine Learning Algorithms
- 采用多种机器学习算法建模混凝土配比与氯离子扩散关系。
- GPR、MLP、KRR模型准确预测氯离子随时间演变趋势。
- 揭示多数成分抑制氯离子,少数则促进,适合结构耐久性研究者。
本文采用数据驱动方法,研究混凝土配合比对结构中氯离子随时间演变的影响,这对评估暴露于恶劣环境下的土木基础设施服役寿命至关重要。所用方法基于多种简单与复杂独立机器学习(ML)算法,旨在建立对潜在隐藏关联无偏预测的信心。简单算法包括线性回归(LR)、k近邻回归(KNN)和核岭回归(KRR);复杂算法包含支持向量回归(SVR)、高斯过程回归(GPR)及两类人工神经网络:前馈网络(多层感知机,MLP)和门控循环单元(GRU)。MLP无法显式处理序列数据,此局限由GRU弥补。基于全面数据集评估各算法性能,结果显示KRR、GPR和MLP具有高精度。由于混凝土配比多样性,GRU在测试集上未能准确再现响应。进一步分析揭示了配合比对氯离子演变的贡献。GPR模型通过清晰可解释的趋势揭示潜在关联,MLP、SVR和KRR亦能合理估计整体趋势。多数组分与氯离子含量呈负相关,少数呈正相关。结果表明,替代方法有望描述氯离子侵入的物理过程及其关联,助力提升基础设施服役寿命。
原文摘要 · Abstract (English)
This paper employs a data-driven approach to determine the impact of concrete mixture compositions on the temporal evolution of chloride in concrete structures. This is critical for assessing the service life of civil infrastructure subjected to aggressive environments. The adopted methodology relies on several simple and complex standalone machine learning (ML) algorithms, with the primary objective of establishing confidence in the unbiased prediction of the underlying hidden correlations. The simple algorithms include linear regression (LR), k-nearest neighbors (KNN) regression, and kernel ridge regression (KRR). The complex algorithms entail support vector regression (SVR), Gaussian process regression (GPR), and two families of artificial neural networks, including a feedforward network (multilayer perceptron, MLP) and a gated recurrent unit (GRU). The MLP architecture cannot explicitly handle sequential data, a limitation addressed by the GRU. A comprehensive dataset is considered. The performance of ML algorithms is evaluated, with KRR, GPR, and MLP exhibiting high accuracy. Given the diversity of the adopted concrete mixture proportions, the GRU was unable to accurately reproduce the response in the test set. Further analyses elucidate the contributions of mixture compositions to the temporal evolution of chloride. The results obtained from the GPR model unravel latent correlations through clear and explainable trends. The MLP, SVR, and KRR also provide acceptable estimates of the overall trends. The majority of mixture components exhibit an inverse relation with chloride content, while a few components demonstrate a direct correlation. These findings highlight the potential of surrogate approaches for describing the physical processes involved in chloride ingress and the associated correlations, toward the ultimate goal of enhancing the service life of civil infrastructure.
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