Power flow analysis of the three-beam system on double parameter elastic foundations based on the wave propagation approach

被引:0
作者
Yan, Liang [1 ]
Shi, Dongyan [1 ,3 ]
Zhuang, Xiaofan [2 ]
Zhao, Kun [1 ]
机构
[1] Harbin Engn Univ, Coll Mech & Elect Engn, Harbin, Peoples R China
[2] Qingdao Beihai Shipbldg Heavy Ind Co Ltd, China Ship Design & Res Ctr Co Ltd, Qingdao, Peoples R China
[3] Harbin Engn Univ, Coll Mech & Elect Engn, 145 Nantong St, Harbin 150001, Peoples R China
关键词
The three-beam system; Winkler-Pasternak elastic foundations; power flow; elastic boundary conditions; wave propagation approach; VIBRATIONAL POWER; TIMOSHENKO;
D O I
10.1177/10775463241246432
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This article investigates the power flow of the three-beam system on Winkler-Pasternak elastic foundations under elastic boundary conditions. The time-averaged power flow of the beam on elastic foundations with elastic boundary conditions is calculated based on the internal shear force and bending moment and the wave propagation approach. The reliability and accuracy of the calculation method are verified by comparing the vibration acceleration calculated by calculation examples and the finite element method. In addition, the effects of structural parameters and boundary conditions on the power flow of the three-beam system are investigated. This contributes to the analysis of the dynamic characteristics of the beam on double parameter elastic foundations under complex boundary conditions.
引用
收藏
页数:11
相关论文
共 36 条
  • [31] Yayli MO., 2014, Shock and Vibration, V2014, P7
  • [32] Ye YS., 2023, Frontiers in Earth Science, V10, P10
  • [33] Random energy flow analysis of coupled beam structures and its correlation with SEA
    You, Jin
    Meng, Guang
    Li, Hong-Guang
    [J]. ARCHIVE OF APPLIED MECHANICS, 2011, 81 (01) : 37 - 50
  • [34] Transverse free vibration analysis of a tapered Timoshenko beam on visco-Pasternak foundations using the interpolating matrix method
    Zhang Jinlun
    Ge Renyu
    Zhang Liaojun
    [J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2019, 18 (03) : 567 - 578
  • [35] Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
    Zhou, Qiang
    Wang, Tong
    [J]. SHOCK AND VIBRATION, 2019, 2019
  • [36] Zhu LF., 2020, Thin-Walled Structures, V150, P10