On the Stability Analysis of Plates and Shells Using a Quadrilateral,16-Degrees of Freedom Plat Shell Element DKQ16

ZHENG Chang-liang; LI Li-hua; ZHONG Wan-xie

Volume 25 Issue 3

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Article Navigation > Applied Mathematics and Mechanics > 2004 > 25(3): 221-227

ZHENG Chang-liang, LI Li-hua, ZHONG Wan-xie. On the Stability Analysis of Plates and Shells Using a Quadrilateral,16-Degrees of Freedom Plat Shell Element DKQ16[J]. Applied Mathematics and Mechanics, 2004, 25(3): 221-227.

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On the Stability Analysis of Plates and Shells Using a Quadrilateral,16-Degrees of Freedom Plat Shell Element DKQ16

1.
Department of Engineering Mechanics, Dalian University of Technology, Dalian 116023, P. R. China;
Department of Mathematics-Physics, Hebei Normal Institute of Science and Technology, Qinhuangdao 066004, P. R. China

Received Date: 2002-08-20
Rev Recd Date: 2003-10-18
Publish Date: 2004-03-15

Abstract

Abstract

The linear buckling problems of plates and shells were analysed using a recently developped quadrilateral, 16-degrees of freedom flat shell element (called DKQ16). The geometrical stiffnees matrix was established. Comparision of the numerical results for several typical problems shows that the DKQ16 element has a very good precision for the linear buckling problems of plates and shells.
- plate and shell structure,
- stability,
- flat shell element

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References(9)

References

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