Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116276
DC FieldValueLanguage
dc.contributorDepartment of Electrical and Electronic Engineeringen_US
dc.contributorDepartment of Logistics and Maritime Studiesen_US
dc.creatorChen, Jen_US
dc.creatorWu, Yen_US
dc.creatorZhou, Yen_US
dc.creatorChung, Een_US
dc.creatorWang, Sen_US
dc.date.accessioned2025-12-11T01:18:57Z-
dc.date.available2025-12-11T01:18:57Z-
dc.identifier.urihttp://hdl.handle.net/10397/116276-
dc.language.isoenen_US
dc.subjectConnected automated vehiclesen_US
dc.subjectGeneralized benders decompositionen_US
dc.subjectMixed-integer nonlinear programmingen_US
dc.subjectMulti-lane freeway mergingen_US
dc.titleSolving connected automated vehicle merging problems : a generalized Benders decomposition-based approach for mixed-integer nonlinear programmingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume200en_US
dc.identifier.doi10.1016/j.trb.2025.103293en_US
dcterms.abstractIntensive interactions among vehicles often lead to congestion and accidents, particularly at freeway merging sections. As connected automated vehicles (CAVs) become a reality, their collaborative driving offers a promising solution. However, the real-time scheduling and trajectory planning for multiple CAV streams remain challenging and are not adequately addressed in the existing literature. To this end, this study formulates an integrated mixed-integer nonlinear programming (MINLP) model to jointly optimize lane change decisions, vehicle sequences, and vehicle trajectories, with the objective of maximizing traffic efficiency and driving comfort at multi-lane freeway merging sections. Existing commercial software struggles to handle such a complicated model. To rapidly obtain solutions, this study designs a Generalized Benders Decomposition (GBD)-based solution algorithm to tackle the problem of multi-vehicle combinatorial optimization and nonlinear trajectory optimization. Meanwhile, the finite convergence property of the GBD approach is proved. Numerical experimental results demonstrate that the proposed model outperforms three benchmark CAV control methods and a two-step method under various traffic demands and mainline-ramp demand ratios, highlighting significant traffic benefits from jointly planning lane changes and driving sequences, as well as utilizing microscopic vehicle information. Furthermore, this study evaluates traffic delay and the number of lane changes under varying road lengths, i.e., the lengths of lane-changing and merging areas, identifying recommended lengths for the maximum traffic efficiency, and analyzing the performance trend under varying traffic demands.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationTransportation research. Part B, Methodological, Oct. 2025, v. 200, 103293en_US
dcterms.isPartOfTransportation research. Part B, Methodologicalen_US
dcterms.issued2025-10-
dc.identifier.scopus2-s2.0-105014496110-
dc.identifier.artn103293en_US
dc.description.validate202512 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000452/2025-10-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis work is supported by the General Research Fund # 15207320 (Integrated Cooperative on-ramp Merging (InCoMe)) of the University Grants Committee of Hong Kong and the National Natural Science Foundation of China [Grant Nos. 72371221 , 72361137006 ].en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-10-31en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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