2017
DOI: 10.1088/1674-1056/26/11/110504
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Nonlinear density wave and energy consumption investigation of traffic flow on a curved road

Abstract: A new car-following model is proposed based on the full velocity difference model (FVDM) taking the influence of the friction coefficient and the road curvature into account. Through the control theory, the stability conditions are obtained, and by using nonlinear analysis, the time-dependent Ginzburg-Landau (TDGL) equation and the modified Korteweg-de Vries (mKdV) equation are derived. Furthermore, the connection between TDGL and mKdV equations is also given. The numerical simulation is consistent with the th… Show more

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Cited by 21 publications
(10 citation statements)
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“…In [23], while the extended curve FVD model was proposed, the analysis of nonlinear characteristics of traffic flow near the critical point was absent. To address this, Jin et al [128] derived the time-dependent Ginzburg-Landau (TDGL) equation, mKdV equation, and the correlation expression of these two equations. After this, the feedback control item based on the velocity difference between the subject vehicle and its preceding vehicle was designed and introduced into the extended curve OV model by Zheng et al [29], and the impacts of this control item on the stability of car-following were discussed based on control theory.…”
Section: Curvementioning
confidence: 99%
See 1 more Smart Citation
“…In [23], while the extended curve FVD model was proposed, the analysis of nonlinear characteristics of traffic flow near the critical point was absent. To address this, Jin et al [128] derived the time-dependent Ginzburg-Landau (TDGL) equation, mKdV equation, and the correlation expression of these two equations. After this, the feedback control item based on the velocity difference between the subject vehicle and its preceding vehicle was designed and introduced into the extended curve OV model by Zheng et al [29], and the impacts of this control item on the stability of car-following were discussed based on control theory.…”
Section: Curvementioning
confidence: 99%
“…The results reveal that the negative feedback control of the preceding vehicle's velocity can enhance the stability of traffic flow. In [23,128], the linear and nonlinear characteristics of traffic flow based on the micro behavior model were discussed. To comprehensively describe the characteristics of traffic flow on a curve, Liu et al [130] derived a macro flow model corresponding to the aforementioned micro behavior model.…”
Section: Curvementioning
confidence: 99%
“…For what concerns the effect of road curvature, Liang and Su [14] introduce the centrifugal force acting on the vehicle into the modified cellular automaton (CA) model to investigate the traffic flow at curved sections. Some studies extend the OVM [15], [16] or FVDM [17], [18] model to describe the impacts of side friction factor and turning radius on acceleration behaviour. Sun et al [19] propose another extended FVDM to explore the impacts of curved roads, considering not only the side friction factor and the turning radius but the driver's desire for smooth driving.…”
Section: Introductionmentioning
confidence: 99%
“…Jiang et al (2001) presented the full velocity difference model (FVDM) by adding the positive velocity difference into the GF model. On the basis of FVDM, a series of improved factors have been considered, such as memory (Cao, 2020;Wu et al, 2019;Sun et al, 2019a;Ma et al, 2019;Wang et al, 2019c;Huang et al, 2018;Liu et al, 2017;Peng et al, 2016), driver's anticipation (Cheng et al, 2017c(Cheng et al, , 2018Sun et al, 2018a;Peng and Cheng, 2013), intelligent transportation system (Sun et al, 2015(Sun et al, , 2018bOu and Tang, 2018;Li et al, 2015a;Ge et al, 2004;Chen et al, 2019), backward looking (Hou et al, 2017), curved road (Zhu and Zhang, 2012;Sun et al, 2018cSun et al, , 2019bCheng and Wang, 2019;Liu et al, 2019;Jin et al, 2017;Zheng et al, 2017;Zhu, 2013) and lateral gap (Li et al, 2015b(Li et al, , 2018. These new models have contributed to the solution of traffic problems and the progress of traffic flow theory.…”
Section: Introductionmentioning
confidence: 99%
“…It is impossible for a vehicle to keep running on the straight road and driving on only one road in the actual traffic. Some models have been established to study the traffic flow characteristics on curved road (Zhu and Zhang, 2012;Sun et al, 2018cSun et al, , 2019bCheng and Wang, 2019;Liu et al, 2019;Jin et al, 2017;Zheng et al, 2017;Zhu, 2013). In 2012, Zhu et al (Zhu and Zhang, 2012) earlier studied the curve factors in the traffic flow theory.…”
Section: Introductionmentioning
confidence: 99%