首页> 外文期刊>Composite Structures >Three-dimensional vibration analysis of sandwich and multilayered plates with general ply stacking sequences by a spectral-sampling surface method
【24h】

Three-dimensional vibration analysis of sandwich and multilayered plates with general ply stacking sequences by a spectral-sampling surface method

机译:频谱采样表面法分析具有一般层堆积顺序的夹层板和多层板的三维振动

获取原文
获取原文并翻译 | 示例

摘要

This paper investigates the three-dimensional (3-D) vibration characteristics of sandwich and multilayered plates with general ply stacking sequences and arbitrary restraints based on a spectral-sampling surface method. The theoretical formulation is undertaken by the 3-D theory of elasticity such that it is able to study the dynamic behavior of sandwich and multilayered plates very well, even in the presence of soft layers. Under the current framework, a set of sampling surfaces along the thickness direction of each plate layer are primarily selected and the displacements of these surfaces are chosen as basic plate variables. Consequently, vibration solutions for sandwich and multilayered plates with different thicknesses, material properties and ply stacking sequences can be derived up to desired accuracy by selecting sufficient number of sampling surfaces. In addition, the penalty technique and Lagrange multiplier method are adopted to relax the enforcement of the boundary conditions. As a result, the proposed formulation can be applied efficiently to the 3-D vibration analysis of sandwich and multilayered plates with general restraints. The final solutions are determined by a modified variational principle, in which each of the basic plate variables is approximated by the spectral method. Results show that the present method is capable of calculating highly accurate numerical results for thick sandwich and multilayered plates with general ply stacking sequences and arbitrary boundary conditions. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文基于光谱采样表面方法,研究具有一般层板堆叠顺序和任意约束的夹心板和多层板的三维振动特性(3-D)。该理论公式是通过3-D弹性理论进行的,因此即使在存在软层的情况下,也能够很好地研究夹心板和多层板的动态行为。在当前框架下,主要选择沿每个板层厚度方向的一组采样表面,并将这些表面的位移选择为基本板变量。因此,通过选择足够数量的采样表面,可以得出具有不同厚度,材料特性和板层堆叠顺序的夹心板和多层板的振动解,直至达到所需的精度。另外,采用惩罚技术和拉格朗日乘数法来放松边界条件的执行。结果,所提出的公式可以有效地应用于具有一般约束的夹心板和多层板的3D振动分析。最终解由修改的变分原理确定,其中每个基本板变量均通过频谱方法近似。结果表明,本方法能够计算出具有一般层堆积顺序和任意边界条件的厚夹层板和多层板的高精度数值结果。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Composite Structures》 |2017年第9期|1124-1142|共19页
  • 作者

    Ye Tiangui; Jin Guoyong; Su Zhu;

  • 作者单位

    Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China;

    Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China;

    Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Three-dimensional; Vibration; Multilayered plate; General ply stacking;

    机译:三维;振动;多层板;一般层堆叠;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号