首页|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

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

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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。
A surrogate model-based prediction method of moment-rotation curve of semi-rigid joints in transmission towers
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.

surrogate modeltransmission towerssemi-rigid jointsmoment-rotation curves

刘泉、李正良、彭思思、王涛

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国网经济技术研究院有限公司,北京 102209

重庆大学 土木工程学院,重庆 400045

哈尔滨工业大学 交通科学与工程学院,哈尔滨 150090

代理模型 输电塔 半刚性节点 弯矩-转角曲线

国家自然科学基金国际(地区)合作与交流项目国家重点研发计划国家重点研发计划重庆市博士后基金特别资助项目

516111401232017YFC07039012018YFC08094062022CQBSHBT3009

2024

重庆大学学报
重庆大学

重庆大学学报

CSTPCD北大核心
影响因子:0.601
ISSN:1000-582X
年,卷(期):2024.47(4)
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