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The aim of this work is to investigate the final failure response of damaged composite stiffened panels in post buckling regime under compressive load, by using progressive failure analysis (PFA) methodology.
Taking huco2 as an example, in 8 ns simulation the force in the buckling regime is nonzero (open symbols in Figure 1a), while it decreases to zero in 24 ns simulation.
Only gpo10 maintains a nonzero force as it remains stably wound even in the buckling regime (explained below).
In the buckling regime, the molecule takes a bent conformation.
In the buckling regime, kinking of huco1, huco2, and huco3 was observed at the cleavage site.
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A combined dimensionless parameter of KIC/√EfΓ (Ef: elastic modulus of the NMF) was proposed to assess the buckling behaviors, and the KIC/√EfΓ contours coincided well with the boundaries dividing the four buckling regimes.
The static capacity and the dynamic response of the barriers are established up to the maximum capacity level and into the post peak or buckling response regime.
The static behaviour through the buckling- and post-buckling regime until failure has to be established.
The numerical results of the buckling analyses and the equilibrium paths in the post-buckling regime are compared with the results from finite elements simulations, confirming the accuracy and potential of the formulation.
Second, the knotted structure enables graphene to exhibit a mechanically stable post-buckling regime over a large (3%) compressive strain regime, which is significantly larger than the critical buckling strain of about 0.5%.
Equilibrium configurations and vibrations around these configurations are computed analytically in the incipient post-buckling regime.
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