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| Probabilistic model for shear capacity of corroded RC beams based on Gaussian process regression |
Chong WANG1( ),Lizhao DAI2,*( ),Bin CHEN1 |
1. China Rail Bridge and Tunnel Technologies Limited Company, Nanjing 210061, China 2. School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China |
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Abstract A probability model for predicting the shear capacity of corroded RC beams based on hybrid tree-structured hierarchical Bayesian estimation and priority memory BFGS (TEP-L-BFGS) optimized Gaussian process regression (GPR) was proposed aiming at the problem that the objective uncertainty of the input parameters and the subjective uncertainty of the hyperparameter formulation were difficult to be considered in deterministic data-driven methods, resulting in low prediction accuracy. The influence of data dimensionality and scale on prediction accuracy was analyzed. The predictive accuracy and generalization performance of the proposed model were validated by comparing with traditional mechanism-driven methods and other data-driven methods. Results indicate that the proposed method can consider the objective uncertainties related to the geometric parameters and degradation levels of corroded RC beams, as well as the subjective uncertainties associated with the prior distributions of hyperparameters, demonstrating high generalization capability. The dimensionality and scale of input features significantly impact the prediction accuracy of model, making the preprocessing of input features essential. GPR quantifies the uncertainty of predicted values compared to deterministic models, significantly improving the prediction accuracy of shear capacity for corroded RC beams.
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Received: 04 November 2024
Published: 30 October 2025
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| Fund: 国家自然科学基金资助项目(52278140);湖南省科技创新计划资助项目(2023RC3142). |
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Corresponding Authors:
Lizhao DAI
E-mail: 1135128340@qq.com;lizhaod@csust.edu.cn
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基于高斯过程回归的锈蚀RC梁抗剪承载力概率模型
针对确定性数据驱动方法难以考虑输入参数的客观不确定性与超参数拟定的主观不确定性导致预测精度较低的问题,提出基于混合树形分层贝叶斯估计和优先内存BFGS(TEP-L-BFGS)优化高斯过程回归(GPR)的锈蚀RC梁抗剪承载力预测概率模型,探讨数据维度和尺度对预测精度的影响. 通过与传统机理驱动方法和其他数据驱动方法进行比较,验证了所提模型的预测精度和泛化性能. 结果表明,该方法可以同时考虑锈蚀RC梁几何参数、退化程度的客观不确定性和超参数先验分布的主观不确定性影响,具有较高的泛化能力. 输入特征的维度及尺度显著影响模型的预测精度,有必要对输入特征进行预处理. 相较于确定性模型,GPR可以量化预测值的不确定性,显著提高了锈蚀RC梁抗剪承载力的预测精度.
关键词:
钢筋混凝土梁,
锈蚀,
抗剪承载力,
机器学习,
特征选择
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