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作者:

Chen, Jie (Chen, Jie.) | Cui, Pai (Cui, Pai.) | Li, Qiu-Sheng (Li, Qiu-Sheng.)

收录:

SCIE

摘要:

In this paper, free vibrations of functionally graded (FG) graphene-reinforced composite blades with varying cross-sections are investigated. Considering the cantilever boundary conditions, the dynamic model of a rotating blade is simplified as a varying cross-sections plate with pre-installed angle and pre-twisted angle. As a reinforcement, the graphene platelets (GPLs) are distributed either uniformly or gradiently on the plate along its thickness direction. The effective Young's modulus is formulated by the modified Halpin-Tsai model. The rule of mixture is applied to calculate the effective Poisson's ratio and mass density. The equations of motion are established by using the first-order shear deformation theory and von Karman geometric nonlinear theory. Based on the Rayleigh-Ritz method, the natural frequencies of the rotating FG blade reinforced with the GPLs are obtained. The accuracy of the present method is verified by comparing the obtained results with those of the finite element method and published literature. A comprehensive parametric study is conducted, with a particular focus on the effects of distribution pattern, weight fraction, and geometries size of the GPLs together with dimensional parameters of varying cross-sections blade on the dynamics of the FG blades reinforced with the GPLs.

关键词:

free vibration Functionally graded graphene-reinforced composite blade graphene platelets distribution pattern mode shape natural frequency varying cross-sections plate

作者机构:

  • [ 1 ] [Chen, Jie]Beijing Univ Technol, Fac Mat & Mfg, Beijing Key Lab Nonlinear Vibrat & Strength Mech, Beijing 100124, Peoples R China
  • [ 2 ] [Cui, Pai]Beijing Univ Technol, Fac Mat & Mfg, Beijing Key Lab Nonlinear Vibrat & Strength Mech, Beijing 100124, Peoples R China
  • [ 3 ] [Chen, Jie]City Univ Hong Kong Shenzhen Res Inst, Architecture & Civil Engn Res Ctr, Shenzhen 518057, Peoples R China
  • [ 4 ] [Li, Qiu-Sheng]City Univ Hong Kong Shenzhen Res Inst, Architecture & Civil Engn Res Ctr, Shenzhen 518057, Peoples R China
  • [ 5 ] [Li, Qiu-Sheng]City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China

通讯作者信息:

  • [Li, Qiu-Sheng]City Univ Hong Kong Shenzhen Res Inst, Architecture & Civil Engn Res Ctr, Shenzhen 518057, Peoples R China;;[Li, Qiu-Sheng]City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China

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来源 :

INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS

ISSN: 0219-4554

年份: 2020

期: 14

卷: 20

3 . 6 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:28

JCR分区:2

被引次数:

WoS核心集被引频次: 9

SCOPUS被引频次: 13

ESI高被引论文在榜: 0 展开所有

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