混合BO-XGBoost和BO-RF模型用于用参数分析预测自压迫机的强度预测
Asif Ahmed1, Wei Song2, Yumeng Zhang1
1Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China.
Materials (Basel, Switzerland)
|June 28, 2023
概括
机器学习模型准确地预测了自压缩砂 (SCM) 的强度. 使用极端梯度提升 (XGBoost) 和随机森林 (RF) 的混合模型与贝叶斯优化为混合设计指导提供可靠的预测.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 计算科学 计算科学
背景情况:
- 自压缩砂 (SCM) 与传统砂相比,提供了更好的可加工性和耐用性.
- 预测SCM强度是复杂的,因为材料科学中的许多影响因素.
- 强度,包括压力和弹性,对于SCM性能至关重要,并且取决于固化和混合设计.
研究的目的:
- 使用机器学习开发准确的预测模型,用于使用自压缩砂强度.
- 为了比较混合机器学习 (HML) 模型的性能,特别是极端梯度增强 (XGBoost) 和随机森林 (RF).
- 通过敏感性分析识别影响SCM强度的关键输入参数.
主要方法:
- 利用来自320个SCM标本的实验数据进行培训和测试.
- 采用了混合机器学习模型:极端梯度提升 (XGBoost) 和随机森林 (RF).
- 应用贝叶斯优化用于超参数调整和交叉验证,以进行可靠的模型评估.
主要成果:
- 这两种HML模型都在预测SCM强度方面表现出高准确度.
- 贝叶斯优化的XGBoost (Bo-XGB) 模型实现了R2 = 0.96 (训练) 和R2 = 0.91 (测试) 的屈曲强度.
- 贝叶斯优化随机森林 (BO-RF) 模型实现了R2 = 0.96 (训练) 和R2 = 0.88 (测试) 的压力强度.
结论:
- 混合机器学习模型有效地预测了自我压缩的砂强度.
- 该研究提供了对SCM强度预测的控制输入参数的见解.
- 这些发现可以指导未来的SCM混合设计,以优化性能.
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