Transverse shear stiffness of a chevron folded core used in sandwich construction

被引：50

作者：

Lebee, A. ^{[1
]}

Sab, K. ^{[1
]}

机构：

[1] Univ Paris Est, Ecole Ponts ParisTech, UR Navier, F-77455 Marne La Vallee 2, France

来源：

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 2010年 / 47卷 / 18-19期

关键词：

Sandwich panels; Folded cores; Effective transverse shear modulus; Chevron pattern; PLATE MODELS; COMPOSITE; HOMOGENIZATION;

D O I：

10.1016/j.ijsolstr.2010.05.024

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Using Kelsey et al. (1958) unit load method, upper and lower bounds for the effective transverse shear moduli of a chevron folded core used in sandwich construction are analytically derived and compared to finite element computations. We found that these bounds are generally loose and that in some cases chevron folded cores are 40% stiffer than honeycomb-like cores. (C) 2010 Elsevier Ltd. All rights reserved.

引用

页码：2620 / 2629

页数：10

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