Implementation of the Operational Modal Analysis technique in a power transmission shaft

被引:2
作者
Sanchez, H. G. [1 ]
Nova, F. R. [1 ]
Gonzalez-Estrada, O. A. [1 ]
机构
[1] Univ Ind Santander, Sch Mech Engn, GIEMA, Carrera 27 Calle 9, Bucaramanga, Colombia
来源
6TH NATIONAL CONFERENCE ON ENGINEERING PHYSICS AND THE 1ST INTERNATIONAL CONFERENCE ON APPLIED PHYSICS ENGINEERING & INNOVATION | 2019年 / 1247卷
关键词
IDENTIFICATION; FREQUENCY; PARAMETERS; EXCITATION;
D O I
10.1088/1742-6596/1247/1/012032
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, we investigate the application of modal identification techniques used in civil structures, in which the excitation forces are not known, and extrapolate them to mechanical elements in operating conditions. A methodology is proposed to identify the modal parameters of a power transmission shaft under rotation. The methodology is based on the comparison of theoretical and experimental results. First, a simulation of the element under study is carried out, using a numerical model based on the Finite Element Method, to evaluate its theoretical dynamic characteristics. Then, an Experimental Modal Analysis (EMA) is performed and the theoretical model is verified by comparing theoretical and experimental results. Moreover, an algorithm based on the non-parametric technique "Peak Picking" of an Operational Modal Analysis (OMA) is developed and, from the records of accelerations obtained in the bearings, we identify the modal parameters of the shaft. These results are compared with the theoretical values, calculated previously and, thus, verify the effectiveness of the implemented technique.
引用
收藏
页数:9
相关论文
共 27 条
  • [1] Modal mass estimation from ambient vibrations measurement: A method for civil buildings
    Acunzo, G.
    Fiorini, N.
    Mori, F.
    Spina, D.
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2018, 98 : 580 - 593
  • [2] Baris S, 2012, J PERFORM CONSTR FAC, V26, P780, DOI [10.1061/(ASCE)CF.1943-5509.0000264, DOI 10.1061/(ASCE)CF.1943-5509.0000264]
  • [3] Bart P., 2007, SHOCK VIB, V14, P283
  • [4] Data-driven stochastic subspace identification of flutter derivatives of bridge decks
    Boonyapinyo, Virote
    Janesupasaeree, Tharach
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2010, 98 (12) : 784 - 799
  • [5] Scaling of of mode shapes from operational modal analysis using harmonic forces
    Brandt, A.
    Berardengo, M.
    Manzoni, S.
    Cigada, A.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2017, 407 : 128 - 143
  • [6] Estimation of modal parameters of civil structures from frequency response function
    Cacho-Perez, M.
    Frechilla, N.
    Lorenzana, A.
    [J]. REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA, 2017, 33 (3-4): : 197 - 203
  • [7] The inception of OMA in the development of modal testing technology for wind turbines
    Carne, Thomas G.
    James, George H., III
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2010, 24 (05) : 1213 - 1226
  • [8] Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations
    Chen, Ge-Wei
    Omenzetter, Piotr
    Beskhyroun, Sherif
    [J]. ENGINEERING STRUCTURES, 2017, 151 : 839 - 860
  • [9] Vibration testing at Meazza Stadium: Reliability of operational modal analysis to health monitoring purposes
    Cigada, A.
    Caprioli, A.
    Redaelli, M.
    Vanali, M.
    [J]. JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2008, 22 (04) : 228 - 237
  • [10] Modal shape identification of large structure exposed to wind excitation by operational modal analysis technique
    De Vivo, A.
    Brutti, C.
    Leofanti, J. L.
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2013, 39 (1-2) : 195 - 206