The unified solutions of the static plastic load-carrying capacities, moment fields and velocity fields of a simply supported circular plate are also obtained according to the dynamic solutions in this paper.
It is seen that the dynamic solution approaches the quasi-static one as the mass ratio of the striker to the beam is large enough, the quasi-static solution is in good agreement with the numerical results and both solutions lie in the 'bounds' of dynamic solutions.
Our SWOT analysis supports continuing local systematic evaluations of the MCPs and sharing the knowledge of successful and failed control strategies to ultimately provide dynamic solutions in different settings.
On the basis of the equivalent forces derived in the static analysis, simple approximate dynamic solutions are obtained and compared with the exact solutions, and then the application and limitation of the simple approximate solutions are investigated.
In addition, a dynamic solution for the control of the MRR is proposed and the decision criteria for selecting the optimal solution are recommended.
However, in dynamic programming, solution sets are created in various ways and arise not necessarily sorted, even when sub-solutions are given on sorted order.
In addition to the option of using a fixed threshold for all links and flows in the whole network, we have designed a dynamic solution in which a particular threshold δ k,ij is used for each flow k and traversed link ij.
In this paper, a dynamic solution of the propagating thermoelastic waves in functionally graded material (FGM) plate subjected to stress-free, isothermal boundary conditions is presented in the context of the Green Naghdi (GN) generalized thermoelastic theory.
In this paper, a dynamic solution for the propagating viscoelastic waves in functionally graded material (FGM) plates subjected to stress-free conditions is presented in the context of the Kelvin Voigt viscoelastic theory.
We find in particular the regime where normal load is high enough to obtain a bounded displacement at all frequencies, which is of particular interest for "optimal" damping: in this case, the dynamic solution involves 2 stops of finite time.
