Almost local stability in discrete delayed chaotic systems

This work studies dynamic of delayed discrete chaotic systems with bounded and unbounded delays. The time lags appear in additive which is coupled with a smooth function and nonadditive forms. It has been shown that, in both additive and nonadditive cases, the primal (non-delayed) system is neutral to the bounded delay to possess an attractive fixed point. Nevertheless, if a nonadditive and unbounded delay is supposed to affect a chaotic and measure preserving system locally, then the delay function might be sensitive to initial states. A local stabilization to the dynamics of Logistic and Gaussian maps are made and creation of attractive fixed points is illustrated.     

Join of two graphs admits a nowhere-zero 3-flow

Let G be a graph, and λ the smallest integer for which G has a nowherezero λ-flow, i.e., an integer λ for which G admits a nowhere-zero λ-flow, but it does not admit a (λ ? 1)-flow. We denote the minimum flow number of G by Λ(G). In this paper we show that if G and H are two arbitrary graphs and G has no isolated vertex, then Λ(G ∨ H) ? 3 except two cases: (i) One of the graphs G and H is K ₂ and the other is 1-regular. (ii) H = K ₁ and G is a graph with at least one isolated vertex or a component whose every block is an odd cycle. Among other results, we prove that for every two graphs G and H with at least 4 vertices, Λ(G ∨ H) ? 3.     

Interaction between annular crack and rigid disc inclusion in a transversely isotropic solid

An analytical approach has been presented to analyze the asymmetric and axisymmetric interactions between an annular crack and a rigid disc inclusion embedded in a transversely isotropic full-space. With the aid of a method of potential functions, Hankel and Abel transforms, the solution of the problems is reduced to a system of Fredholm integral equations, which are solved by using a numerical method. In each case, the stiffness of the disc inclusion and the stress intensity factor at the tips of the annular crack for different degrees of material anisotropy and different ratios of the inner and outer radius of the crack are illustrated graphically. Several limiting cases such as penny-shaped crack and external crack along with some exact solutions are presented to demonstrate the efficiency of the method.