A triangular plate element for thermo-elastic analysis of sandwich panels with a functionally graded core

被引:42
|
作者
Das, M.
Barut, A.
Madenci, E.
Ambur, D. R.
机构
[1] Univ Arizona, Dept Aerosp & Mech Engn, Tucson, AZ 85721 USA
[2] NASA, Glenn Res Ctr, Mat & Struct Div, Cleveland, OH 44135 USA
关键词
sandwich construction; FGM; single-layer theory; finite element; hybrid formulation;
D O I
10.1002/nme.1724
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A sandwich construction is commonly composed of a single soft isotropic core with relatively stiff orthotropic face sheets. The stiffness of the core may be functionally graded through the thickness in order to reduce the interfacial shear stresses. In analysing sandwich panels with a functionally gradient core, the three-dimensional conventional finite elements or elements based on the layerwise (zig-zag) theory can be used. Although these elements accurately model a sandwich panel, they are computationally costly when the core is modelled as composed of several layers due to its grading material properties. An alternative to these elements is an element based on a single-layer plate theory in which the weighted-average field variables capture the panel deformation in the thickness direction. This study presents a new triangular finite element based on {3, 2}-order single-layer theory for modelling thick sandwich panels with or without a functionally graded core subjected to thermo-mechanical loading. A hybrid energy functional is employed in the derivation of the element because of a C-1 interelement continuity requirement. The variations of temperature and distributed loading acting on the top and bottom surfaces are non-uniform. The temperature also varies arbitrarily through the thickness. Copyright (c) 2006 John Wiley & Sons, Ltd.
引用
收藏
页码:940 / 966
页数:27
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