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Postbuckling analysis of variable angle tow (VAT) composite plates

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Figure

Figure 1: Boundary Conditions and Loading Cases
Figure 2: Rayleigh-Ritz and FEA solutions of a square simply-supported plate subjectedtow(b) Normalised axial loads case A: (a) Normalised axial loads Nx/N isoxversus Normalised axial strain ϵx/ϵisox Nx/N isoxversus Normalized maximum transverse displacementmax/h function.
Figure 3: Rayleigh-Ritz and FEA solutions of a square simply-supported plate subjectedto case B: (a) Normalised axial loads Nx/N isoxversus Normalised axial strain ϵx/ϵisox(b) Normalised axial loads Nx/N isoxversus Normalised maximum transverse displacementwmax/h function.
Figure 4: Rayleigh-Ritz and FEA solutions of a square simply-supported plate subjected
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