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运用数值迭代的动载荷识别算法 被引量:8

An algorithm of dynamic load identification based on numerical iteration
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摘要 Wilson-θ法作为一种常用的数值算法,参数设置合适时,能够保证计算结果绝对收敛,根据这一特性可以推导得出其反分析法。然而从实际算例计算结果来看,这种反分析方法并不稳定。指出了Wilson-θ反分析法发散的原因,针对这个问题提出了一种利用二分法原理的迭代修正算法。利用步步修正的思想,消除累积误差,增加了算法的稳定性。在此基础上,进行了数值仿真和实验研究,结果表明该方法具有良好的收敛性和抗噪能力。 Wilson-θmethod is one of the commonly used numerical algorithms,where the properly set parameters can usually result in absolute convergence of the solution.Based on this characteristic,a retrospective method of load identification can be derived by employing this theory inversely.However,from the calculated results of practical examples,it is shown that the method is not a kind of stable algorithm.The paper indicates the reason why the inverse wilson-θmethod will diverge and put forward an corrective iterative algorithm using the principle of bisection.The step-by-step corrective method is used to eliminate cumulative errors and improve the stability of the algorithm.Numerical simulation and experimental research have been carried out for several cases,of which the results show good convergence and anti-noise capability of this method.
出处 《振动工程学报》 EI CSCD 北大核心 2014年第5期702-707,共6页 Journal of Vibration Engineering
基金 航空科学基金资助项目(2012ZA52001) 高等学校博士学科点专项科研基金资助项目(20123218120005) 中央高校基本科研业务费专项资金资助项目(NS2012080) 国家自然科学基金资助项目(51305197)
关键词 载荷识别 时域 Wilson-θ反分析法 数值迭代 二分法修正 load identification time domain Wilson-θinverse method numerical iteration dichotomy correction
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参考文献12

  • 1张方,秦远田,邓吉宏.复杂分布动载荷识别技术研究[J].振动工程学报,2006,19(1):81-85. 被引量:36
  • 2Matthew S Allen, Thomas G Carne. Delayed, multi- step inverse structural filter for robust force identifica- tion [J]. Mechanical Systems and Signal Processing, 2008, 22 : 1 036-1 054.
  • 3Fergyanto E Gunawan, Hiroomi Homma, Yuichi Morisawa. Impact force estimation by quadratic spline approximation [J]. Journal of Solid Mechanics and Materials Engineering, 2008, 2(8):1 092-1 103.
  • 4Chen Tsung-Chien, Lee Ming-Hui. Determination of moving tank and missile impact forces on a bridge structure [J]. Defence Science Journal, 2008, 58(6): 752-761.
  • 5Mao Yu-ming,Guo Xing-lin. Experiment study on dy- namic force identification by a parameter estimation method [A]. Proceedings of the SEM Annual Confer- ence [C]. Albuquerque,2009 : 1-4.
  • 6韩旭,刘杰,李伟杰,赵卓群.时域内多源动态载荷的一种计算反求技术[J].力学学报,2009,41(4):595-602. 被引量:34
  • 7高峰,李德武.运用振动反分析方法计算振动荷载[J].工程力学,1999,16(4):91-96. 被引量:8
  • 8姜金辉,陈国平,张方.多点平稳随机载荷识别方法研究[J].振动工程学报,2009,22(2):162-167. 被引量:18
  • 9Lin Dong-Cherng. Input estimation for nonlinear sys- tems [J].Inverse Problems in Science and Engineer- ing, 2010, 18(5): 673-689.
  • 10Lin Dong-Cherng. Adaptive weighting input estima- tion for nonlinear systems[J]. International Journal of Systems Science, 2012,43(1) : 31-40.

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