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The simulation has been carried out by using ANSYS 14.5 finite element package. The flow chart shown in Figure 3 describes the steps involved in using the software for Eigen buckling analysis and to determine the stress in individual layers of FML composite cylinder. A detailed description of the steps is described in the following section.
Under external hydrostatic loading, the magnitude of stress in Al layer is maximum at the outer surface and minimum at the inner surface with linear decrease in the wall of the cylinder. This behaviour remains same for all the FML composite cylinders irrespective of FRP thickness and fiber orientation. Hence, it was not indicated in the graphs. Only the magnitudes of maximum stress at the outer surface of Al cylinder were represented. The value of stress in each layer was investigated at the hydrostatic buckling pressure of the FML composite cylinder.
The magnitude of Von-Mises stress decreased with increase in fiber orientation from 0 to 90. The orientation of fibers at 90 induces maximum circumferential stiffness, thus reducing the stress in those layers. As the thickness of FRP was increased, the magnitude of stress from outer layer to inner layer suppressed due to the viscoelastic property of FRP [13] .
Irrespective of FRP thickness, FML composite cylinder with 0/90 fiber orientation possessed least stresses indicating higher circumferential stiffness. As the orientation of fiber decreased from 90 to 0, the magnitude of induced stresses increased. The magnitude of sinusoidal behaviour was high in cross-ply (0/90, 60/30 and 45 fiber orientation) FML composite cylinders, while it remained nearly consistent in angle-ply (55) FML composite cylinder, resulting in maximum induced radial stress. The stresses in FML composite cylinders with 45 and 55 fiber orientation were observed to be similar due to symmetric off-axis loading condition. Research by [13] confirms that radial stresses decrease to certain values and then increase in pure material cylinder. 2ff7e9595c
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