Complete stress field in sandwich panels with a new triangular finite element of single-layer theory

被引:11
作者
Das, M
Barut, A
Madenci, E [1 ]
Ambur, DR
机构
[1] Univ Arizona, Dept Aerosp & Mech Engn, Tucson, AZ 85721 USA
[2] NASA, Langley Res Ctr, Mech & Durabil Branch, Hampton, VA 23665 USA
关键词
sandwich construction; single-layer theory; finite element; hybrid formulation;
D O I
10.1016/j.cma.2004.07.033
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An alternative to conventional three-dimensional solid elements or elements based on the layerwise (zig-zag) theory is an element based on a single-layer plate theory in which the weighted-average field variables capture the panel displacement and stress fields. This study presents a new triangular finite element for modeling thick sandwich panels based on a {3,2}-order single-layer plate theory. It utilizes seven weighted-average field variables arising from the cubic and quadratic representations of the in-plane and transverse displacement fields, respectively. In order to satisfy the C-1 interelement continuity requirement, this triangular sandwich element is developed by utilizing the hybrid energy functional. (c) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:2969 / 3005
页数:37
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