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Buckling and postbuckling of variable angle tow composite plates under in-plane shear loading

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Figure

Fig. 1. DQM grid distribution in two-dimension.
Fig. 2. Square VAT plate subjected to positive in-plane shear load.
Fig. 3. Unidirectional composite plate subjected to in-plane shear load: (a) Square plate (b) Rectangular plate (Aspect ratio = 3).
Fig. 4. Square VAT plate 0 � hT0jT1i2s subjected to in-plane shear load (a) positive shear, aspect ratio = 1 (b) negative shear, aspect ratio = 1 (c) positive shear, aspect ratio = 3(d) negative shear, aspect ratio = 3.
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