2013
DOI: 10.1016/j.apnum.2013.05.003
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An approximation scheme for a Hamilton–Jacobi equation defined on a network

Abstract: In this paper we study an approximation scheme for an Hamilton-Jacobi equation of Eikonal type defined on a network. We introduce an appropriate notion of viscosity solution for this class of equations (see [12]) and we prove that an approximation scheme of semi-Lagrangian type converges to the unique solution of the problem.

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Cited by 19 publications
(22 citation statements)
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“…Viscosity solutions for HJ equations on networks have been introduced in recent years (see e.g. [12], [24], [3]), the case of the directed graph -where the arcs can be traveled only in one direction -can be considered a sub-case of the latter.…”
Section: Strategy Modeling On the Networkmentioning
confidence: 99%
“…Viscosity solutions for HJ equations on networks have been introduced in recent years (see e.g. [12], [24], [3]), the case of the directed graph -where the arcs can be traveled only in one direction -can be considered a sub-case of the latter.…”
Section: Strategy Modeling On the Networkmentioning
confidence: 99%
“…Apart from [14] mentioned above, we are only aware of two other works. A convergent semi-Lagrangian scheme is introduced in [8] for equations of eikonal type. In [21], an adapted Lax-Friedrichs scheme is used to solve a traffic model; it is worth mentioning that this discretization implies to pass from the scalar conservation law to the associated Hamilton-Jacobi equation at each time step.…”
Section: Related Resultsmentioning
confidence: 99%
“…We also refer to [7], [15] for different numerical discretizations of conservation law on networks in the framework of vehicular traffic motion. Concerning the Eikonal equation (2), we recall that approximations of Hamilton-Jacobi equations on networks are discussed in [11] for finite differences and in [10] for semi-Lagrangian schemes. The system (9) has been introduced as a discretization of the continuous problem (1)-(2), but nevertheless it inherits some dynamical properties of the original model and it can be interpreted as a discrete-time finite state model for the flow of pedestrians on a graph in the following way.…”
Section: The Discrete Hughes' Modelmentioning
confidence: 99%