Stability analysis of traffic flow with extended CACC control models

Zheng Ya-Zhou¹, Cheng Rong-Jun^{2, 4}, Lo Siu-Ming³, Ge Hong-Xia^{2, 4, †,}

Numerical simulations for the VC model with (a) v_max = 21.5 m/s, (b) v_max = 20.5 m/s.