Nonlinear vibration and primary resonance of multilayer functionally graded shallow shells with porous core
被引:10
作者:
Foroutan, Kamran
论文数: 0引用数: 0
h-index: 0
机构:
Xiamen Univ Technol, Sino Canada Res Ctr Nonlinear Dynam & Noise Contro, Xiamen, Peoples R China
Xiamen Univ Technol, Univ Regina, Xiamen, Peoples R China
Univ Regina, Ind Syst Engn, Regina, SK S4S 0A2, CanadaXiamen Univ Technol, Sino Canada Res Ctr Nonlinear Dynam & Noise Contro, Xiamen, Peoples R China
Foroutan, Kamran
[1
,2
,3
]
Dai, Liming
论文数: 0引用数: 0
h-index: 0
机构:
Xiamen Univ Technol, Sino Canada Res Ctr Nonlinear Dynam & Noise Contro, Xiamen, Peoples R China
Xiamen Univ Technol, Univ Regina, Xiamen, Peoples R China
Univ Regina, Ind Syst Engn, Regina, SK S4S 0A2, CanadaXiamen Univ Technol, Sino Canada Res Ctr Nonlinear Dynam & Noise Contro, Xiamen, Peoples R China
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
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.
机构:
Univ Transport Technol, 54 Trieu Khuc, Hanoi, Vietnam
Nguyen Tat Thanh Univ, NTT Inst High Technol, Disctr 4, Ho Chi Minh City, VietnamUniv Transport Technol, 54 Trieu Khuc, Hanoi, Vietnam
机构:
Univ Transport Technol, 54 Trieu Khuc, Hanoi, Vietnam
Nguyen Tat Thanh Univ, NTT Inst High Technol, Disctr 4, Ho Chi Minh City, VietnamUniv Transport Technol, 54 Trieu Khuc, Hanoi, Vietnam