Free vibration analysis of thin rectangular plates with two adjacent edges rotationally-restrained and the others free using finite Fourier integral transform method

被引:5
|
作者
Zhang, Jinghui [1 ,6 ]
Lu, Jiale [2 ]
Ullah, Salamat [3 ]
Gao, Yuanyuan [1 ]
Zhao, Dahai [1 ]
Jamal, Arshad [4 ]
Civalek, Omer [5 ]
机构
[1] Yanshan Univ, Key Lab Green Construct & Intelligent Maintenance, Qinhuangdao 066004, Hebei, Peoples R China
[2] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China
[3] Abasyn Univ, Dept Civil Engn, Islamabad 44000, Pakistan
[4] King Fahd Univ Petr & Minerals, Dept Civil & Envirnmental Engn, KFUPM Box 5055, Dhahran 31261, Saudi Arabia
[5] China Med Univ, Res Ctr Interneural Comp, Taichung, Taiwan
[6] Yanshan Univ, Hebei Prov Low Carbon & Clean Bldg Heating Techno, Qinhuangdao 066004, Hebei, Peoples R China
关键词
finite Fourier integral transform method; free edges; free vibration; rotationally-restrained edges; thin rectangular plate; DISCRETE SINGULAR CONVOLUTION; ANALYTIC BUCKLING SOLUTIONS; FREE INPLANE VIBRATIONS; CLOSED-FORM SOLUTIONS; BENDING SOLUTIONS; FLUID; FORMULATION; CONTACT; LOADS;
D O I
10.12989/sem.2021.80.4.455
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For the first time, the finite Fourier integral transform approach is extended to analytically solve the free vibration problem of rectangular thin plates with two adjacent edges rotationally-restrained and others free. Based on the fundamental transform theory, the governing partial differential equations (PDEs) of the plate is converted to ordinary linear algebraic simultaneous equations without assuming trial function for deflection, which reduces the mathematical complexity caused by both the free corner and rotationally-restrained edges. By coupling with mathematical manipulation, the analytical solutions are elegantly achieved in a straightforward procedure. In addition, the vibration characteristics of plates under classical boundary conditions are also studied by choosing different rotating fixed coefficients. Finally, more than 400 comprehensive analytical solutions were well validated by finite element method (FEM) results, which can be served as reference data for further studies. The advantages of the present method are that it does not need to preselect the deformation function, and it has general applicability to various boundary conditions. The presented approach is promising to be further extended to solve the static and dynamic problems of moderately thick plates and thick plates.
引用
收藏
页码:455 / 462
页数:8
相关论文
共 50 条
  • [31] Analytic solutions for the free vibration of rectangular thin plates with two adjacent corners point-supported
    Rui Li
    Bo Wang
    Gang Li
    [J]. Archive of Applied Mechanics, 2015, 85 : 1815 - 1824
  • [32] Analytic solutions for the free vibration of rectangular thin plates with two adjacent corners point-supported
    Li, Rui
    Wang, Bo
    Li, Gang
    [J]. ARCHIVE OF APPLIED MECHANICS, 2015, 85 (12) : 1815 - 1824
  • [33] Analytic solutions for the free vibration of rectangular thin plates with two adjacent corners point-supported
    State Key Laboratory of Structural Analysis for Industrial Equipment, Department of Engineering Mechanics, Dalian University of Technology, Dalian
    116024, China
    不详
    430074, China
    [J]. Arch Appl Mech, 12 (1815-1824):
  • [34] Accurate buckling analysis of rectangular thin plates by double finite sine integral transform method
    Ullah, Salamat
    Zhang, Jinghui
    Zhong, Yang
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2019, 72 (04) : 491 - 502
  • [35] Responses to "Accurate bending analysis of rectangular plates with two adjacent edges free and the others clamped or simply supported based on new symplectic approach"
    Bai, Eburilitu
    Chen, Alatancang
    [J]. APPLIED MATHEMATICAL MODELLING, 2011, 35 (09) : 4674 - 4674
  • [36] Free vibration analysis of variable thickness thin plates by two-dimensional differential transform method
    Semnani, Shabnam Jandaghi
    Attarnejad, Reza
    Firouzjaei, Rahmat Kazemi
    [J]. ACTA MECHANICA, 2013, 224 (08) : 1643 - 1658
  • [37] Free vibration analysis of variable thickness thin plates by two-dimensional differential transform method
    Shabnam Jandaghi Semnani
    Reza Attarnejad
    Rahmat Kazemi Firouzjaei
    [J]. Acta Mechanica, 2013, 224 : 1643 - 1658
  • [38] Free vibration of stepped thickness rectangular plates using spectral finite element method
    Wang, Gang
    Unal, Ahmet
    [J]. JOURNAL OF SOUND AND VIBRATION, 2013, 332 (18) : 4324 - 4338
  • [39] Boundary Integration Method of Bending of Thick Rectangular Plate with Two Adjacent Edges Simply Supported, the Others Two Adjacent Edges Free and the Corner Point Hang in the Air
    Chen, Yingjie
    Fu, Baolian
    Lu, Daxue
    [J]. PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON MECHANICAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 2009, : 750 - 754
  • [40] IMPROVED METHOD OF STATIC AND FREE-VIBRATION ANALYSIS OF THIN RECTANGULAR-PLATES
    BASCI, IM
    TORIDIS, TG
    KHOZEIMEH, K
    [J]. COMPUTERS & STRUCTURES, 1983, 16 (1-4) : 433 - 440