Free and forced vibration modelling of a delaminated beam structure using a Green's function method

被引:2
|
作者
Li, Xuan [1 ]
Halim, Dunant [1 ,2 ]
机构
[1] Univ Nottingham Ningbo China, Dept Mech Mat & Mfg Engn, Ningbo, Peoples R China
[2] Univ Nottingham Ningbo China, Nottingham Ningbo China Beacons Excellence Res & I, Ningbo, Peoples R China
关键词
EULER-BERNOULLI BEAMS; TIMOSHENKO BEAMS; DYNAMICS;
D O I
10.1007/s00707-023-03527-0
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This work proposes an analytical modelling method for free and forced vibration analyses of a delaminated beam structure based on the Green's function method, which considers the connection among sub-beams to generate a general model of a beam with different delaminations. This analytical modelling allows the investigation on the dynamic response of a delaminated beam under frequency-varying excitations. Two models have been developed, the 'free mode' and 'constrained mode' models, for simulating the dynamic response of a delaminated beam with its solution obtained from utilizing the Green's functions on multiple segments of the beam structure. The accuracy of the proposed models is verified by comparisons of results from the finite element models and the previous works that utilized the classical beam theory, demonstrating consistent dynamic characteristics of a delaminated beam structure. It is found that the delamination location has dominant influences on the deformation of the beam and its natural frequencies, compared to the delamination size and depth, with the higher frequency excitation generally has more influences on beam deformation compared to the low frequency excitation for a particular delamination configuration. The results demonstrated the effectiveness of the proposed modelling method for free and forced vibration analyses of a beam with delamination.
引用
收藏
页码:2889 / 2906
页数:18
相关论文
共 50 条
  • [1] Forced Vibration of a Cable-Stayed Beam by Green's Function Approach
    Han, Hesheng
    Liu, Lun
    Cao, Dengqing
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2020, 20 (04)
  • [2] Forced vibration of pipe conveying fluid by the Green function method
    Li, Yun-dong
    Yang, Yi-ren
    ARCHIVE OF APPLIED MECHANICS, 2014, 84 (12) : 1811 - 1823
  • [3] Free vibration analysis of a delaminated beam-fluid interaction system
    Jafari-Talookolaei, Ramazan-Ali
    Lasemi-Imani, Sirous
    OCEAN ENGINEERING, 2015, 107 : 186 - 192
  • [4] Modelling of the forced motions of an elastic beam using the method of integrodifferential relations
    Kostin, G. V.
    PMM JOURNAL OF APPLIED MATHEMATICS AND MECHANICS, 2013, 77 (01): : 57 - 69
  • [5] Free and Forced Vibration Characteristics Analysis of a Multispan Timoshenko Beam Based on the Ritz Method
    Gao, Cong
    Pang, Fuzhen
    Li, Haichao
    Wang, Hongfu
    Cui, Jie
    Huang, Jisi
    SHOCK AND VIBRATION, 2021, 2021
  • [6] In-plane forced vibration of curved pipe conveying fluid by Green function method
    Zhao, Qianli
    Sun, Zhili
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2017, 38 (10) : 1397 - 1414
  • [7] Study of forced vibration response of a beam with a breathing crack using iteration method
    Wu, Nan
    JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2015, 29 (07) : 2827 - 2835
  • [8] Green's functions of the forced vibration of Timoshenko beams with damping effect
    Li, X. Y.
    Zhao, X.
    Li, Y. H.
    JOURNAL OF SOUND AND VIBRATION, 2014, 333 (06) : 1781 - 1795
  • [9] Application of the Green function method to flow-thermoelastic forced vibration analysis of viscoelastic carbon nanotubes
    Hosseini, Mohammad
    Bahaadini, Reza
    Makkiabadi, Mahmoud
    MICROFLUIDICS AND NANOFLUIDICS, 2018, 22 (01)
  • [10] Forced vibration analysis of multi-cracked Timoshenko beam with the inclusion of damping by virtue of Green's functions
    Chen, B.
    Zhao, X.
    Li, Y. H.
    Guo, Y.
    APPLIED ACOUSTICS, 2019, 155 : 477 - 491