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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 55
ADVANCES IN COMPUTATIONAL STRUCTURAL MECHANICS Edited by: B.H.V. Topping
Paper IX.9
On the Nonlinear Buckling Analysis of Composite Shells and the Associated Numerical Difficulties N. Akkas* and R. Toroslu+
*Department of Engineering Sciences, Middle East Technical University, Ankara, Turkey
N. Akkas, R. Toroslu, "On the Nonlinear Buckling Analysis of Composite Shells and the Associated Numerical Difficulties", in B.H.V. Topping, (Editor), "Advances in Computational Structural Mechanics", Civil-Comp Press, Edinburgh, UK, pp 223-231, 1998. doi:10.4203/ccp.55.9.9
Abstract
The purpose of this work is to study nonlinear, snap-through
buckling behavior of shallow shells which are made of
isotropic and laminated composite materials under general
static loading using numerical techniques. In addition to the
finite difference computer programs which we developed for
this special purpose, the general purpose computer program
ANSYS has also been used. The special purpose programs
that we have developed make use of the governing
equations, which are in terms of the displacement
components of the isotropic and laminated composite shells.
Effects of isotropic and laminated composite materials on the
nonlinear behaviour of the shells are investigated and the
results obtained from the finite difference programs and from
ANSYS have been compared for the two types of materials
considered. Apparently because of the high order of the
derivatives in the governing equations. numerical
imperfection (inaccuracy) problems have arised in the
solution. To eliminate these problems, the order of the
derivatives has been lowered. In addition, various finite
difference grid definitions have been applied around apex
which turned out to be the most problematic region of the problem under consideration.
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