Superharmonic vibrations of sandwich beams with viscoelastic core layer with the multiple scale method

被引：5

作者：

Benaoum, Abdelhak ^{[1
]}

Youzera, Hadj ^{[1
]}

Abualnour, Moussa ^{[1
]}

Houari, Mohammed Sid Ahmed ^{[1
]}

Meftah, Sid Ahmed ^{[2
]}

Tounsi, Abdelouahed ^{[3
,4
]}

机构：

[1] Univ Mustapha Stambouli, Fac Sci & Technol, Dept Genie Civil, Lab Etud Struct & Mecan Mat, BP 305, Mascara 29000, Algeria

[2] Univ DjellaliLiabes, Lab Struct & Mat Avances Genie Civil & Travaux Pu, Sidi Bel Abbes, Algeria

[3] Yonsei Univ, YFL Yonsei Frontier Lab, Seoul, South Korea

[4] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia

来源：

STRUCTURAL ENGINEERING AND MECHANICS | 2021年 / 80卷 / 06期

关键词：

forced nonlinear vibration; higher-order zig-zag theories; multiple scale method; perturbation method; sandwich beams; viscoelastic model; NONLINEAR VIBRATIONS; LAMINATED COMPOSITE; ZIGZAG THEORY;

D O I：

10.12989/sem.2021.80.6.727

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this work, mathematical modeling of the passive vibration controls of a three-layered sandwich beam under hard excitation is developed. Kelvin-Voigt Viscoelastic model is considered in the core. The formulation is based on the higher-order zig-zag theories where the normal and shear deformations are taken into account only in the viscoelastic core. The dynamic behaviour of the beam is represented by a complex highly nonlinear ordinary differential equation. The method of multiple scales is adopted to solve the analytical frequency-amplitude relationships in the super-harmonic resonance case. Parametric studies are carried out by using HSDT and first-order deformation theory by considering different geometric and material parameters.

引用

页码：727 / 736

页数：10

共 45 条

[31] FORCED NON-LINEAR VIBRATIONS OF A DAMPED SANDWICH BEAM [J].