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
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