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All the specimens are failed by interactive mode of buckling.
It is found that this method has better agreement irrespective of dominant mode of buckling.
The specimens are found to exhibit a plate-column mode of buckling.
Second mode of buckling in axial direction of zigzag SWCNTs does not change with growth of radius but it increases gradually by rising of the length (Figure 3). Figure 3 Increase in buckling mode with rising of the length.
The results demonstrate that the pressure pulse generated is influenced by the mode of buckling as well as the associated localization of collapse.
Figure 2 has been plotted for the first mode of buckling and also for several aspect ratios.
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The comparison shows that DSM equation was over estimate the interactive modes of buckling.
The FEA approach allows us to treat the first and second modes of buckling collectively.
Study shows that the small-scale effects in biaxially compressed DNPS increases with increasing values of nonlocal parameter for the case of synchronous modes of buckling than in the asynchronous modes of buckling.
Lubinski (1950) studied the two-dimensional lateral buckling problem with the beam-column model and gave the critical buckling forces for the lowest two modes of buckling solutions shown in Table 1.
The proposed model is adopted to determine the basic loads and the corresponding buckling deformations for the symmetrical and antisymmetrical modes of buckling.
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