An improved state space method for force identification based on function interpolation in the presence of large noise

被引:2
作者
Wang, Ting [1 ]
Wan, Zhimin [2 ]
Zheng, Weiguang [3 ]
机构
[1] Nantong Vocat Univ, Sch Mech Engn, Nantong 226000, Peoples R China
[2] Nantong Vocat Univ, Sch Vehicle & Transportat Engn, Nantong 226000, Peoples R China
[3] Guilin Univ Elect Technol, Electromech Engn Coll, Guilin 541000, Peoples R China
基金
中国国家自然科学基金;
关键词
force identification; function interpolation; Gauss integration; high level of noise; INVERSE METHOD; RECONSTRUCTION; LOADS; REGULARIZATION; COMPUTATION; RESPONSES;
D O I
10.21595/jve.2017.16917
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
The conventional state space method for force identification has the disadvantage of large discretization error with a low sampling frequency. This paper presents an improved method based on the function interpolation of the external force in time domain. Two types of the interpolation functions are investigated, one is the linear interpolation, and the other type is the sigmoid curve interpolation. Gauss integration method is used for integration computation. Numerical studies show that both of the improved methods based on the two types of interpolation function are more accurate especially when the sampling is long and/or with a low sampling frequency. In addition, the proposed method is also extended for the case of high noise level. The key idea is to divide the time step of measured responses into several smaller time steps to form an overdetermined equation of the inverse force identification. Then, the least square algorithm is adopted, which helps to reduce the effect of the high random noise to improve the accuracy of identified solution.
引用
收藏
页码:751 / 768
页数:18
相关论文
共 33 条
[1]  
[Anonymous], 1963, Soviet Math
[2]   Average acceleration discrete algorithm for force identification in state space [J].
Ding, Y. ;
Law, S. S. ;
Wu, B. ;
Xu, G. S. ;
Lin, Q. ;
Jiang, H. B. ;
Miao, Q. S. .
ENGINEERING STRUCTURES, 2013, 56 :1880-1892
[3]  
ELDEN L, 1984, BIT, V24, P467, DOI 10.1007/BF01934905
[4]   EFFECTS OF STRUCTURAL-MODES ON VIBRATORY FORCE DETERMINATION BY THE PSEUDOINVERSE TECHNIQUE [J].
FABUNMI, JA .
AIAA JOURNAL, 1986, 24 (03) :504-509
[5]   An inverse method for the identification of a distributed random excitation acting on a vibrating structure - Part 1: Theory [J].
Granger, S ;
Perotin, L .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1999, 13 (01) :53-65
[6]   ANALYSIS OF DISCRETE ILL-POSED PROBLEMS BY MEANS OF THE L-CURVE [J].
HANSEN, PC .
SIAM REVIEW, 1992, 34 (04) :561-580
[7]   SIGMOID TRANSFER-FUNCTIONS IN BACKPROPAGATION NEURAL NETWORKS [J].
HARRINGTON, PD .
ANALYTICAL CHEMISTRY, 1993, 65 (15) :2167-2168
[8]   Estimation of modal loads using structural response [J].
Hwang, Jae-seung ;
Kareem, Ahsan ;
Kim, Wha-jung .
JOURNAL OF SOUND AND VIBRATION, 2009, 326 (3-5) :522-539
[9]   REPRESENTATION OF FUNCTIONS BY SUPERPOSITIONS OF A STEP OR SIGMOID FUNCTION AND THEIR APPLICATIONS TO NEURAL NETWORK THEORY [J].
ITO, Y .
NEURAL NETWORKS, 1991, 4 (03) :385-394
[10]   Input force reconstruction using a time domain technique [J].
Kammer, DC .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 1998, 120 (04) :868-874