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作者:

Zhang, Junhua (Zhang, Junhua.) | Zhu, Xiufang (Zhu, Xiufang.) | Yang, Xiaodong (Yang, Xiaodong.) (学者:杨晓东) | Zhang, Wei (Zhang, Wei.)

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摘要:

In this paper, we study the nonlinear transient responses of an auxetic (negative Poisson's ratio) honeycomb sandwich plate under impact dynamic loads. The partial differential equations of the honeycomb sandwich plate based on Reddy's higher shear deformation theory and Hamilton's principle are obtained. The nonlinear ordinary differential equations are then derived by Galerkin truncation method. The dynamic responses of the honeycomb sandwich plate subjected to different loads, such as step loading, air-blast loading, sinusoidal loading, triangular loading and incremental loading, respectively, have been investigated. The contributions of total thickness, core thickness ratio, Poisson's ratio, cell inclination angle and blast types to transient responses of the plate are discussed in detail by numerical simulations. The effect of geometrical parameters on the dynamics of the plate and the effect of different blast loads on the plate are obtained. It is found that the honeycomb sandwich plate with negative Poisson's ratio would be a better choice compared with the positive one for some structures under dynamic loads.

关键词:

Auxetic Dynamic loads Honeycomb sandwich plate Nonlinear transient response

作者机构:

  • [ 1 ] [Zhang, Junhua]Beijing Informat Sci & Technol Univ, Coll Mech Engn, Beijing 100192, Peoples R China
  • [ 2 ] [Zhu, Xiufang]Beijing Informat Sci & Technol Univ, Coll Mech Engn, Beijing 100192, Peoples R China
  • [ 3 ] [Yang, Xiaodong]Beijing Univ Technol, Coll Mech Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Zhang, Wei]Beijing Univ Technol, Coll Mech Engn, Beijing 100124, Peoples R China

通讯作者信息:

  • [Zhang, Junhua]Beijing Informat Sci & Technol Univ, Coll Mech Engn, Beijing 100192, Peoples R China

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来源 :

INTERNATIONAL JOURNAL OF IMPACT ENGINEERING

ISSN: 0734-743X

年份: 2019

卷: 134

5 . 1 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:52

JCR分区:1

被引次数:

WoS核心集被引频次: 78

SCOPUS被引频次: 87

ESI高被引论文在榜: 0 展开所有

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