2020
DOI: 10.1007/978-3-030-66560-9_3
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Structural Properties of the Stability of Jamitons

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Cited by 5 publications
(16 citation statements)
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“…It is straightforward to check that our condition ( 26) is consistent with the stability condition derived in [29] for a generic inhomogeneous ARZ model, in which however the traffic pressure is not precisely related to the sensitivity and the headway of the drivers.…”
Section: A Bando-type Stability Condition Of the Uniform Flowsupporting
confidence: 74%
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“…It is straightforward to check that our condition ( 26) is consistent with the stability condition derived in [29] for a generic inhomogeneous ARZ model, in which however the traffic pressure is not precisely related to the sensitivity and the headway of the drivers.…”
Section: A Bando-type Stability Condition Of the Uniform Flowsupporting
confidence: 74%
“…were ρ, u are the traffic density and mean speed, respectively, and p(ρ) is a (pseudo) traffic pressure sometimes also called hesitation function [29]. The principle used in [1] consists in interpreting a discrete-in-time version of (3) as a space-time discretisation of (4) for a suitably chosen traffic pressure p and in showing that the discrete solutions thereby produced converge to weak solutions of (4) as the discretisation parameters become infinitesimal.…”
Section: Introductionmentioning
confidence: 99%
“…If the diffusion coefficient µ(ρ) is negative then the advection-diffusion equation is ill-posed and therefore has solutions with unbounded growth even starting from small perturbations of equilibrium states [13,21,24,37,39]. The following result summarized sufficient conditions on the Maxwellian leading to this macroscopic effect.…”
Section: Macroscopic Behavior Via a Chapman-enskog Expansionmentioning
confidence: 95%
“…Sign of the diffusion coefficient in the Chapman-Enskog expansion: Stop and go waves are experimentally observed [16,19,40] unstable phenomena occurring in some regimes of traffic as the result of vehicles' inability of reaching an equilibrium state. The key observation in [21,37,39] is that relaxation models possess a phase transition behavior determined by properties of the diffusion function arising in the relaxation or diffusive limit. For certain densities, where the diffusion function is positive, the solutions are very close to equilibrium; while for other densities, where the diffusion is negative, the solutions develop backward propagating traffic waves that can be regarded as models for stop and go waves.…”
Section: Indicators Of Instability In Traffic Flowmentioning
confidence: 99%
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