Bending behavior of corrugated-core sandwich plates

被引:85
作者
Chang, WS
Ventsel, E [1 ]
Krauthammer, T
John, J
机构
[1] Penn State Univ, Dept Engn Sci & Mech, University Pk, PA 16802 USA
[2] Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USA
关键词
corrugated core; Mindlin-Reissner; analytical solution; geometric parameters; various boundaries; structurally orthotropic;
D O I
10.1016/j.compstruct.2004.08.014
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, the comprehensive analysis for the linear behavior of a corrugated-core sandwich plate is presented. A closed-form solution based on the Mindlin-Reissner plate theory is presented to describe the behavior of corrugated-core sandwich plate bending with various boundary conditions. A three-dimensional sandwich panel is reduced to an equivalent two-dimensional structurally orthotropic thick plate continuum. Some new phenomena observed in experimental investigations but not found in previous numerical analyses have been confirmed and reported, herein. The present numerical analysis agrees well with the reported experimental investigations of deflections and moments. Furthermore, the effects of several geometric parameters of a corrugated-core sandwich plate on its rigidity and state of stress are investigated. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:81 / 89
页数:9
相关论文
共 6 条
[1]  
Allen HG, 1969, Analysis and design of structural sandwich panels, V1st
[2]  
[Anonymous], 1526 NACA TN
[3]  
[Anonymous], STRUCT ENG
[4]  
LIBOVE C, 1951, J STRUCT ENG-ASCE, V122, P958
[5]   Elastic stiffness properties and behavior of truss-core sandwich panel [J].
Lok, TS ;
Cheng, QH .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (05) :552-559
[6]  
Plantema FJ, 1966, Sandwich construction: the bending and buckling of sandwich beams, plates, and shells