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基于代理模型的输电塔半刚性节点弯矩-转角曲线预测方法
引用本文:刘泉,李正良,彭思思,王涛. 基于代理模型的输电塔半刚性节点弯矩-转角曲线预测方法[J]. 重庆大学学报(自然科学版), 2024, 47(4): 86-93
作者姓名:刘泉  李正良  彭思思  王涛
作者单位:1.国网经济技术研究院有限公司,北京102209;2.重庆大学 土木工程学院,重庆 400045;3.哈尔滨工业大学 交通科学与工程学院,哈尔滨150090
基金项目:国家自然科学基金国际(地区)合作与交流项目(51611140123);国家重点研发计划项目(2017YFC0703901, 2018YFC0809406);重庆市博士后研究项目特别资助(2022CQBSHBT3009)。
摘    要:为了准确、高效地评估输电塔半刚性节点的力学特性,提出了一种基于代理模型的输电塔半刚性节点弯矩-转角曲线预测方法,通过引入代理模型方法近似半刚性节点几何尺寸与极限抗弯承载力、初始转动刚度之间的函数关系,建立具有较高精度的预测模型,进而结合Kish-Chen幂函数模型拟合输电塔半刚性节点的弯矩-转角曲线。结果表明,提出的基于代理模型的输电塔半刚性节点弯矩-转角曲线预测方法能减少实验和数值模拟的成本,较好地模拟输电塔半刚性节点实际受力-变形情况,为输电塔半刚性节点的工程设计和理论研究提供了参考。

关 键 词:代理模型  输电塔  半刚性节点  弯矩-转角曲线
收稿时间:2023-06-18

A surrogate model-based prediction method of moment-rotation curve of semi-rigid joints in transmission towers
LIU Quan,LI Zhengliang,PENG Sisi,WANG Tao. A surrogate model-based prediction method of moment-rotation curve of semi-rigid joints in transmission towers[J]. Journal of Chongqing University(Natural Science Edition), 2024, 47(4): 86-93
Authors:LIU Quan  LI Zhengliang  PENG Sisi  WANG Tao
Affiliation:1.State Grid Economic and Technological Research Institute Co., Ltd., Beijing 102209, P. R. China;2.School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;3.School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, P. R. China
Abstract:In order to accurately and efficiently evaluate the mechanical properties of semi-rigid joints in transmission towers, a method based on surrogate model is proposed to predict the moment-rotation relationship of the semi-rigid joints. By introducing the surrogate model method to approximate the functional relationship between the geometric dimensions, ultimate flexural capacity, and initial rotational stiffness of semi-rigid joints, a prediction model with high accuracy is established. Furthermore, the moment-rotation curves of semi-rigid joints in transmission towers are fitted using the Kish-Chen power function model. The results show that the proposed surrogate model-based prediction method for moment-rotation curves of semi-rigid joints can reduce the cost of experiments and numerical simulations, while accruately approximating the actual force-deformation relationship of semi-rigid joints in transmission towers. This method also provides valuable insights for the engineering design and theoretical research of semi-rigid joints in transmission towers.
Keywords:surrogate model  transmission towers  semi-rigid joints  moment-rotation curves
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