A reduction model for eigensolutions of damped viscoelastic sandwich structures

被引：19

作者：

Boumediene, Faiza ^{[1
]}

Cadou, Jean-Marc ^{[2
]}

Duigou, Laetitia ^{[2
]}

Daya, El Mostafa ^{[3
,4
]}

机构：

[1] Univ Sci & Technol Houari Boumediene, Lab Mecan Avancee, Fac Genie Mecan & Genie Proc, Algiers, Algeria

[2] Univ Bretagne Sud, Univ Europeenne Bretagne, Lab Ingn Mat Bretagne, F-56321 Lorient, France

[3] Univ Lorraine, CNRS, UMR 7239, Lab Etud Microstruct & Mecan Mat, F-57045 Metz, France

[4] Univ Lorraine, Lab Excellence Design Alloy Met Low MAss Struct D, Metz, France

来源：

MECHANICS RESEARCH COMMUNICATIONS | 2014年 / 57卷

关键词：

Sandwich structure; Reduction model; High order Newton method; Beam; Cylindrical shell; NONLINEAR EIGENVALUE PROBLEMS; VIBRATION ANALYSIS; HARMONIC RESPONSE; ELEMENT; PLATES; BEAMS; CORE; FORMULATION; EQUATION;

D O I：

10.1016/j.mechrescom.2014.03.001

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The aim of this paper is to develop a reduction method to determine the modal characteristics of viscoelastic sandwich structures. The method is based on the high order Newton algorithm and reduction techniques. Numerical tests have been performed in the case of sandwich beams and cylindrical shells. The comparison of the results obtained by the reduction method with those given by direct simulation shows both a good agreement and a significant reduction in computational cost. (C) 2014 Elsevier Ltd. All rights reserved.

引用

收藏

页码：74 / 81

页数：8

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