Nonlinear vibration and primary resonance of multilayer functionally graded shallow shells with porous core

被引:10
作者
Foroutan, Kamran [1 ,2 ,3 ]
Dai, Liming [1 ,2 ,3 ]
机构
[1] Xiamen Univ Technol, Sino Canada Res Ctr Nonlinear Dynam & Noise Contro, Xiamen, Peoples R China
[2] Xiamen Univ Technol, Univ Regina, Xiamen, Peoples R China
[3] Univ Regina, Ind Syst Engn, Regina, SK S4S 0A2, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
FG porous core; method of multiple scales; multilayer FG shallow shells; nonlinear viscoelastic foundation; P-T method; primary resonance; CYLINDRICAL-SHELLS; DYNAMIC-RESPONSE; ELASTIC FOUNDATIONS; PARAMETRIC RESONANCE; BEHAVIOR; PLATE;
D O I
10.12989/scs.2023.48.3.335
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research studies the primary resonance and nonlinear vibratory responses of multilayer functionally graded shallow (MFGS) shells under external excitations. The shells considered with functionally graded porous (FGP) core and resting on two types of nonlinear viscoelastic foundations (NVEF) governed by either a linear model with two parameters of Winkler and Pasternak foundations or a nonlinear model of hardening/softening cubic stiffness augmented by a Kelvin-Voigt viscoelastic model. The shells considered have three layers, sandwiched by functionally graded (FG), FGP, and FG materials. To investigate the influence of various porosity distributions, two types of FGP middle layer cores are considered. With the first-order shear deformation theory (FSDT), Hooke's law, and von-Karman equation, the stress-strain relations for the MFGS shells with FGP core are developed. The governing equations of the shells are consequently derived. For the sake of higher accuracy and reliability, the P-T method is implemented in numerically analyzing the vibration, and the method of multiple scales (MMS) as one of the perturbation methods is used to investigate the primary resonance. The results of the present research are verified with the results available in the literature. The analytical results are compared with the P-T method. The influences of material, geometry, and nonlinear viscoelastic foundation parameters on the responses of the shells are illustrated.
引用
收藏
页码:335 / 351
页数:17
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