Duan Kangkang, Cao Shuangyin
School of Civil Engineering, Southeast University, Nanjing 211189, China.
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 211189, China.
Materials (Basel). 2022 May 7;15(9):3351. doi: 10.3390/ma15093351.
Concrete carbonation is known as a stochastic process. Its uncertainties mainly result from parameters that are not considered in prediction models. Parameter selection, therefore, is important. In this paper, based on 8204 sets of data, statistical methods and machine learning techniques were applied to choose appropriate influence factors in terms of three aspects: (1) the correlation between factors and concrete carbonation; (2) factors' influence on the uncertainties of carbonation depth; and (3) the correlation between factors. Both single parameters and parameter groups were evaluated quantitatively. The results showed that compressive strength had the highest correlation with carbonation depth and that using the aggregate-cement ratio as the parameter significantly reduced the dispersion of carbonation depth to a low level. Machine learning models manifested that selected parameter groups had a large potential in improving the performance of models with fewer parameters. This paper also developed machine learning carbonation models and simplified them to propose a practical model. The results showed that this concise model had a high accuracy on both accelerated and natural carbonation test datasets. For natural carbonation datasets, the mean absolute error of the practical model was 1.56 mm.
混凝土碳化是一个随机过程。其不确定性主要源于预测模型中未考虑的参数。因此,参数选择很重要。本文基于8204组数据,从三个方面应用统计方法和机器学习技术来选择合适的影响因素:(1)因素与混凝土碳化之间的相关性;(2)因素对碳化深度不确定性的影响;(3)因素之间的相关性。对单个参数和参数组都进行了定量评估。结果表明,抗压强度与碳化深度的相关性最高,以集料水泥比作为参数可将碳化深度的离散度显著降低到较低水平。机器学习模型表明,所选参数组在以较少参数提高模型性能方面具有很大潜力。本文还开发了机器学习碳化模型并对其进行简化以提出一个实用模型。结果表明,这个简洁的模型在加速碳化试验数据集和自然碳化试验数据集上都具有很高的准确性。对于自然碳化数据集,实用模型的平均绝对误差为1.56毫米。