Buckling analysis of Grid stiffened composite cylinders

Dr. Eyassu Woldesenbet

ICCEMCE-03, International Conference on Earthquake Engineering, Computational Mechanics, Geotechnical and Transportation Engineering

 Addis Ababa, Ethiopia - January 8-9, 2003.

Abstract

Due to their high stiffness to mass ratio, stiffened cylindrical composite shells are major components of Aerospace and Aircraft industries. These structures are employed in fuselage and fuel tank applications, and are usually subjected to combinations of compressive, shear or transverse loads. Usually the failure mode associated with these structures is buckling. This failure mode is further subdivided into ‘local skin and/or stiffener buckling’, and ‘universal buckling’.

In this paper buckling investigation of a grid stiffened composite cylinder is presented using analytical model, Finite elements model and experimentation. The cylinder under discussion has orthotropic stiffeners integrally made with an orthotropic shell. All the buckling analysis is based on a uniaxial compressive load condition.

An analytical model is first developed that reduces the grid/shell cylinder panel to an equivalent orthotropic laminate (Fig. 1). This model makes use of the force and the moment interactions and derives the A, B and D matrix of the equivalent laminate model. Consequently buckling loads are calculated making use of the energy method. Using the analytical model developed, parametric analysis is preformed to determine optimum configuration of stiffeners and shell.

A Finite elements model is also built using ANSYS for the same cylinder. Buckling analyses are performed on different models built with different configurations of stiffener and shell parameters. The effect of shell thickness variation on buckling load and buckling mode is studied in detail (Fig 2). Based on this the optimum skin thickness is determined for a given stiffener configuration. In this section correlation is made between failure mode and optimum skin thickness. In addition to skin thickness the effect of stiffeners angle variation is also analyzed using ANSYS. The result is plotted and conclusions are drawn on optimum stiffener orientation.

Buckling experiment was also performed on a stiffened composite cylinder specimen (Fig 3). The test setup and the results obtained are discussed briefly.

Finally this paper tries to compare the different results obtained using the three analysis methods. An attempt is made to account for certain differences observed between the three analysis methods. Conclusions are drawn on the reliability of the analytical model developed and remarks made on limitation of model.

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