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Buckling of nonuniform carbon nanotubes under concentrated and distributed axial loads

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Figure

Figure 1. Clamped-free columns under tip loads and distributed ax-ial loads, (a) uniformly distributed load, (b) triangularly distributedload.
Table 1. Comparison of buckling loads p (concentrated load only) with existing results for four boundary conditions with EI(X) = EI0(1−βX)4 and µ = 0 (local beam).
Figure 3. Contour plot of q1 with respect to β and µ, (a) SS, (b) CS.
Figure 6. Contour plot of(a) q1 with respect to p and β with µ = 0.1, CC, (b) CF.
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