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Buckling of Joined Composite Conical Shells Using Shear Deformation Theory under Axial Compression

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Figure

Fig. 1.  Coordinate systems of two joined conical shells
Table 1. ��
Table 3.  Non-dimensional buckling load ( Pcr ) for simply-supported laminated cross-ply conical shells (L / R = 0.1, h / R = 0.1)
Fig. 4.  Effect of changes in L / R1  ratio on buckling load
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