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April 3, 2026Filomat0 citationsOpen Access

Admissibility and entropy dissipation of distributional solution to Aw-Rascle traffic model

SRSanja RužičićUniversity of Novi Sad

Key Points

  • The study aims to construct and analyze approximate solutions to the Aw-Rascle traffic model with distributional initial data.
  • Construct approximate solutions based on initial data approximation.
  • Analyze uniqueness of the distributional limit of solutions.
  • Apply the Backward entropy condition for solution admissibility.
  • Identified admissible solutions that minimize entropy dissipation.
  • Demonstrated that classical smooth solutions can break down, leading to singular solutions.

Abstract

It is well known that classical theory of conservation laws system often fails, in the sense that classical smooth solution usually breaks down in finite time leading to formation of often unbounded (singular) solutions. In this paper we construct approximate solution to Aw-Rascle traffic model subjected to distributional initial data and discuss admissibility of obtained solution. The method is based on initial data approximation which brings the question about uniqueness of distributional limit. In order to single out proper solution we use the Backward entropy condition which states that admissible solution is the one that induces minimal dissipation of mathematical entropy to the system. The importance of these kind of problems lies in the fact that they can be interpreted as singular interaction problems appearing in the process of formation of approximate solution to general initial value problem.

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Cite This Study

Sanja Ružičić (2025) studied this question.

synapsesocial.com/papers/69cf5d775a333a821460b319https://doi.org/10.2298/fil2523963r
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Also Consider

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  1. 1Nonuniqueness of Weak Solutions to the Dissipative Aw–Rascle Model2024 · 4 citations
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  4. 4Nonlocal Generalized Aw-Rascle-Zhang model: well-posedness and singular limit2025
  5. 5Well-Posedness of Contact Discontinuity Solutions and Vanishing Pressure Limit for the Aw-Rascle Traffic Flow Model2025