训练测试数据变化的影响 基于ML的GFRP强化高强度混凝土梁的偏移预测
1Department of Civil Engineering, Zonguldak Bulent Ecevit University, 67100 Zonguldak, Türkiye.
Polymers
|January 10, 2026
概括
具有80:20数据分割的K-最近邻居 (KNN) 模型准确地预测了玻璃纤维增强聚合物 (GFRP) 增强混凝土梁的偏移. 建议使用这种机器学习方法来估计这些结构成员的负载偏移行为.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 机器学习 机器学习
背景情况:
- 玻璃纤维增强聚合物 (GFRP) 增强为混凝土梁提供了卓越的机械性能和耐久性.
- 数据分区对机器学习 (ML) 模型准确度对GFRP钢筋混凝土梁偏向预测的影响需要进一步调查.
研究的目的:
- 评估K-最接近邻居 (KNN) 回归算法对GFRP增强高强度混凝土梁的预测性能.
- 为了确定在这些结构元素中基于ML的偏预测的最佳训练测试数据分割.
主要方法:
- 实验测试了9个GFRP增强混凝土梁,具有不同的混凝土强度 (C45,C50,C65).
- 使用K-最接近邻居 (KNN) 回归用于使用多个数据分割策略进行偏移预测.
- 通过将预测的偏移与实验结果进行比较来评估模型的准确性.
主要成果:
- 采用80:20训练测试比率的KNN模型,与实验曲数据达成约80%的一致性.
- 预测准确性增加到大约85%的梁与更高的混凝土压力强度 (C65).
- 偏移范围从20毫米到50毫米以上,受混凝土强度和负载的影响.
结论:
- 推使用80:20训练测试比率的KNN模型来预测GFRP增强型高强度混凝土梁的屈曲.
- 在所有测试的梁上观察到一个连续的故障模式,其中包括一个单一的垂直裂.
- 该研究增强了对GFRP钢筋混凝土曲行为和断裂特征的理解.
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