TY - JOUR
T1 - Dynamical analysis of an optimal velocity model with time-delayed feedback control
AU - Jin, Yanfei
AU - Meng, Jingwei
N1 - Publisher Copyright:
© 2020
PY - 2020/11
Y1 - 2020/11
N2 - In this paper, the dynamical behaviors of an optimal velocity model (OVM) with delayed feedback control of velocity difference is studied. By analyzing the transcendental characteristic equation, the stable region of controlled OVM is obtained and the critical condition for Hopf bifurcation is derived. To stabilize the unstable traffic flow and control the bifurcations, the definite integral stability method can be applied to determine the first stable intervals of time delay and feedback gain by calculating the number of all unstable eigenvalues of the characteristic equation. That is, when the time delay and the feedback gain are chosen from the corresponding stable intervals, the controlled OVM is stable and the stop-and-go traffic waves disappear. The numerical simulations in the case studies indicate that the proposed control strategy can suppress the traffic jams effectively and enhance the stability of traffic flow significantly.
AB - In this paper, the dynamical behaviors of an optimal velocity model (OVM) with delayed feedback control of velocity difference is studied. By analyzing the transcendental characteristic equation, the stable region of controlled OVM is obtained and the critical condition for Hopf bifurcation is derived. To stabilize the unstable traffic flow and control the bifurcations, the definite integral stability method can be applied to determine the first stable intervals of time delay and feedback gain by calculating the number of all unstable eigenvalues of the characteristic equation. That is, when the time delay and the feedback gain are chosen from the corresponding stable intervals, the controlled OVM is stable and the stop-and-go traffic waves disappear. The numerical simulations in the case studies indicate that the proposed control strategy can suppress the traffic jams effectively and enhance the stability of traffic flow significantly.
KW - An optimal velocity model
KW - Definite integral stability method
KW - First stable interval
KW - Time delay
UR - http://www.scopus.com/inward/record.url?scp=85085733117&partnerID=8YFLogxK
U2 - 10.1016/j.cnsns.2020.105333
DO - 10.1016/j.cnsns.2020.105333
M3 - Article
AN - SCOPUS:85085733117
SN - 1007-5704
VL - 90
JO - Communications in Nonlinear Science and Numerical Simulation
JF - Communications in Nonlinear Science and Numerical Simulation
M1 - 105333
ER -