| 113 | 0 | 72 |
| 下载次数 | 被引频次 | 阅读次数 |
针对导管架平台实测数据少且修正效果差的问题,本文提出了一种基于反向Kullback-Leiler(KL)散度的两阶段型随机模型修正方法。该方法的核心在于利用Kriging模型替代有限元模型进行计算,并分为两个修正阶段:第一阶段为频率距离修正;第二阶段为频率分布差异修正。首先,假设结构修正参数和模态参数服从高斯分布,从而将不确定模型修正问题转化为均值和标准差的修正问题;其次,以某导管架平台为研究对象,研究了所提方法在修正参数均值及标准差均未知的情况下的修正效果,探究了不同数量实测数据对修正结果的影响;最后,将该方法应用于渤海湾某导管架平台上。实验结果表明,修正后,导管架有限元模型频率与实测频率的均值误差小于0.3%,标准差误差小于7%。这一显著的修正效果充分证明了所提方法的有效性和实用性,为其在实际工程中的广泛应用奠定了坚实的基础。
Abstract:Aiming at the problems of limited measured data and poor updating effect of jacket platform, a two-stage stochastic model updating method based on inverse Kullaback-Leibler(KL) divergence is proposed in this paper: The constructing Kriging models as substitutes for finite element models in computations, the first stage is frequency distance updating; The second stage is frequency distribution difference updating. Firstly, assuming that the structural parameters to be updated and the modal parameters obey the Gaussian distribution, an updating problem of a model with uncertainty is transformed into the mean and standard deviation. Secondly, taking the jacket platform as an example, the correction effect of the proposed method when the mean and standard deviation of the modified parameters were unknown was studied, and the influence of different amounts of frequency data on the correction results was explored. Finally, the proposed method was applied to a jacket platform in Bohai Bay, The results show that the mean frequency correction error of the platform was less than 0.3%, and the standard deviation correction error was less than 7%, the proposed method can be applied to actual engineering.
[1] 李英超,王树青,张敏.正则化方法在结构模型修正中的应用研究[J].中国海洋大学学报(自然科学版),2016,46(9):107-115.Li Y C,Wang S Q,Zhang M.Damage identification of offshore wind turbine support structure with a two-step model updating process[J].Periodical of Ocean University of China,2016,46(9):107-115.
[2] 张皓,李东升,李宏男.有限元模型修正研究进展:从线性到非线性[J].力学进展,2019,49:542-575.Zhang H,Li D S,Li H N.Recent progress on finite element model updating:From linearity to nonlinearity[J].Advances in Mechanics,2019,49:542-575.
[3] Moens D,Vandepitte D.A survey of non-probabilistic uncertainty treatment in finite element analysis[J].Computer Methods in Applied Mechanics and Engineering,2005,194(12):1527-1555.
[4] 范芷若,姜东,董萼良,等.改进的区间参数结构频响函数迭代解法[J].振动与冲击,2016,35(13):20-25.Fan Z R,Jang D,Dong E L,et al.A modified iteration method to solve frequency response function of structures with interval parameters[J].Journal of Vibration and Shock,2016,35(13):20-25.
[5] 王登刚,秦仙蓉.结构计算模型修正的区间反演方法[J].振动工程学报,2004(2):89-93.Wang D G,Qin X R.Interval method for computational model updating of dynamic structures[J].Journal of Vibration and Shock,2004(2):89-93.
[6] 任伟新,陈华斌.基于响应面的桥梁有限元模型修正[J].土木工程学报,2008(12):73-78.Ren W X,Chen H B.Response-surface based on finite element model updating of bridge structures[J].China Civil Engineering Journal,2008(12):73-78.
[7] 郁胜,周林仁,欧进萍.基于径向基函数响应面方法的超大跨悬索桥有限元模型修正[J].铁道科学与工程学报,2014,11(1):1-9.Yu S,Zhou L R,Ou J P.Finite element model updating of large suspension bridge based on radial basis function response surface[J].Journal of Railway Science and Engineering,2014,11(1):1-9.
[8] Khodaparast H H,Mottershead J E,Badcock K J.Interval model updating with irreducible uncertainty using the Kriging predictor[J].Mechanical Systems and Signal Processing,2011,25(4):1204-1226.
[9] 冷建成,田洪旭,徐爽,等.基于优化Kriging模型的平台结构动力学模型修正[J].振动与冲击,2019,38(18):18-23.Leng J C,Tian H X,Xiu S,et al.Dynamics model updating of an offshore platform structure based on optimized kriging model[J].Journal of Vibration and Shock,2019,38(18):18-23.
[10] Deng L,Cai C S.Bridge model updating using response surface method and genetic algorithm[J].Journal of Bridge Engineering,2010,15(5):553-564.
[11] Bi S,Broggi M,Beer M.The role of the Bhattacharyya distance in stochastic model updating[J].Mechanical Systems and Signal Processing,2019,117:437-452.
[12] 秦仙蓉,詹澎明,赵书振,等.基于替代模型的岸桥随机有限元模型修正[J].振动与冲击,2020,39(1):43-48.Qin X R,Zhan P M,Zhao S Z,et al.Updating of stochastic finite element model of a quayside container crane based on meta-model[J].Journal of Vibration and Shock,2020,39(1):43-48.
[13] Zeng J,Kruger U,Geluk J,et al.Detecting abnormal situations using the Kullback-Leibler divergence[J].Automatica,2014,50(11):2777-2786.
[14] 许泽伟,彭珍瑞,张亚峰,等.基于多项式混沌展开和KL散度的随机有限元模型修正[J].机械强度,2021,43(6):1297-1302.Xu Z W,Peng Z R,Zhang Y F,et al.Stochastic finite element model updating based on polynomial chaotic expansion and KL divergence[J].Journal of Mechanical Strength,2021,43(6):1297-1302.
[15] 张冬冬,郭勤涛.Kriging响应面代理模型在有限元模型确认中的应用[J].振动与冲击,2013,32(9):187-191.Zhang D D,Guo Q T.Application of Kriging response surface in finite element model validation[J].Journal of Vibration and Shock,2013,32(9):187-191.
[16] Krige D G.A statistical approach to some basic mine valuation problems on the Witwatersrand[J].Journal of the Southern African Institute of Mining and Metallurgy,1951,52(6):119-139.
[17] Matheron G.Principles of geostatistics[J].Economic Geology,1963,58(8):1246-1266.
[18] 中国船级社.海上固定平台入级与建造规范[S].北京:人民交通出版社,1992.China Classification Society.Rules for Classification and Construction of Offshore Fixed Platform[S].Beijing:China Communications Press,1992.
[19] 吴文开,徐明强,王树青,等.考虑环境因素影响的海洋平台结构损伤检测研究[J].振动与冲击,2021,40(16):294-302.Wu W K,Xu M Q,Wang S Q,et al.Structural damage detection of offshore platforms considering environmental variations[J].Journal of Vibration and Shock,2021,40(16):294-302.
[20] 方圣恩,林友勤,夏樟华.考虑结构参数不确定性的随机模型修正方法[J].振动、测试与诊断,2014,34(5):832-837.Fang S E,Lin Y Q,Xia Z H.Stochastic model updating method considering the uncertainties of structural parameters[J].Journal of Vibration,Measurement & Diagnosis,2014,34(5):832-837.
[21] Lophaven S N,Nielsen H B,Sndergaard J.DACE—A Matlab Kriging Toolbox[R].Copenhagen:Informatics and Mathematical Modelling,Technical University of Denmark,2002.
基本信息:
DOI:10.16441/j.cnki.hdxb.20240002
中图分类号:P75
引用信息:
[1]李韵慧,蒋玉峰,马春可,等.基于Kriging模型及反向Kullback-Leiler散度的老龄化平台随机模型修正方法[J].中国海洋大学学报(自然科学版),2025,55(09):125-136.DOI:10.16441/j.cnki.hdxb.20240002.
基金信息:
国家自然科学基金项目(52301349,52088102)资助~~
2024-01-03
2024
2024-04-16
2024
2024-03-31
1
2025-08-26
2025-08-26