Cheng Hong, He Zhongping, Ge Meiling, Che Lun, Zheng Kaiyuan, Si Tianyu, Zhao Feng
School of Mechanical Engineering, Chengdu University, Chengdu, 610106, China.
Institute for Advanced Study, Chengdu University, Chengdu 610106, China.
Phys Chem Chem Phys. 2024 Mar 6;26(10):8219-8227. doi: 10.1039/d3cp05453e.
The purpose of this study is to explore the composition space of Fe-C-Mn-Al steel using machine learning in order to identify materials with high-strength mechanical properties. A dataset of 580 steel samples was collected from the literature, each containing information on elemental composition, heat treatment processes, specimen dimensions, and mechanical properties (ultimate tensile strength and total elongation). Eight common machine learning models were constructed to predict the ultimate tensile strength (UTS) and total elongation (TE) of the steel. It was observed that the random forest regression (RFR) model, when trained, demonstrated superior overall performance in predicting UTS, with an average absolute error of approximately 90 MPa, and TE, with an average absolute error of about 7.9%. Validation of the model using eight sets of data that were not part of the dataset revealed that the predictions were in close agreement with experimental results, indicating the strong predictive capability of the RFR model. Subsequently, the trained RFR model was used to explore the composition space of Fe-C-Mn-Al steel, identifying the top fifty combinations of elemental compositions and heat treatment parameters, all of which manifest high ultimate tensile strength (UTS). This provides valuable research directions and methods to expedite the development of high-strength Fe-C-Mn-Al steel.
本研究的目的是利用机器学习探索Fe-C-Mn-Al钢的成分空间,以识别具有高强度力学性能的材料。从文献中收集了一个包含580个钢样本的数据集,每个样本包含元素组成、热处理工艺、试样尺寸和力学性能(极限抗拉强度和总伸长率)等信息。构建了八个常见的机器学习模型来预测钢的极限抗拉强度(UTS)和总伸长率(TE)。观察到,随机森林回归(RFR)模型在训练时,在预测UTS方面表现出卓越的整体性能,平均绝对误差约为90 MPa,在预测TE方面平均绝对误差约为7.9%。使用不属于该数据集的八组数据对模型进行验证,结果表明预测值与实验结果高度吻合,这表明RFR模型具有强大的预测能力。随后,使用训练好的RFR模型探索Fe-C-Mn-Al钢的成分空间,确定了元素组成和热处理参数的前五十种组合,所有这些组合都表现出高极限抗拉强度(UTS)。这为加速高强度Fe-C-Mn-Al钢的开发提供了有价值的研究方向和方法。