Journal of Jilin University(Engineering and Technology Edition) ›› 2025, Vol. 55 ›› Issue (10): 3200-3207.doi: 10.13229/j.cnki.jdxbgxb.20240383

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Cascading failures of mixed traffic flows in road networks considering critical density

Qing-chang LU(),Yong-quan REN,Jing LI,Xu MENG,Peng-cheng XU   

  1. School of Electronics and Control Engineering,Chang'an University,Xi'an 710064,China
  • Received:2024-04-11 Online:2025-10-01 Published:2026-02-03

Abstract:

In order to investigate the road network cascading failures mechanism after the introduction of connected automated vehicles (CAV), a road network cascade failure model considering the critical density of a new type of road with mixed traffic flow is developed. The method considers the way of traffic redistribution after failures and captures the effect of mixed traffic flow on the road's ability to resist congestion. In this paper, the urban road network of Xi'an City is taken as an example to study the regular characteristics of the cascading failures of mixed traffic flow. The results show that when the CAV penetration rate reaches 0.6(critical value), the outermost nodes start to resist failures, and the propagation of cascading failures slows down significantly; after the penetration rate exceeds 0.6, the outermost nodes successfully resist failures, and the total size of failures decreases by about 91%. Failure propagation is fastest and largest when attacking the largest node of the traffic flow, and controlling the largest node of the traffic flow is the focus of cascade failure.

Key words: traffic information engineering and control, mixed traffic flow, automated driving, penetration, road critical density, cascading failures

CLC Number: 

  • U491.2

Fig.1

Topology of road traffic network in Xi'an City center area"

Fig.2

Proportion of final failed nodes after applying different external perturbations for CML andM-CML under three attack scenarios"

Fig.3

Cascading failure processes of CML and M-CML under three attack scenarios"

Fig.4

Ratio of failed nodes with different r values when attacking the most trafficked node"

Fig.5

Ratio of instantaneous failed nodes with different r values when attacking nodewith the largest traffic"

Fig.6

Comparison of failure propagation in partial time steps before and after critical permeability"

Fig.7

Ratio of cumulative failed nodes with different r values under different attack scenarios"

Fig.8

Ratio of final failed nodes with different r valuesunder different attack scenarios"

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