FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386597514> ?p ?o ?g. }

• W4386597514 abstract "The study investigates the impact of variable traffic volumes on connected autonomous vehicles (CAVs) net benefits. 275 scenarios were simulated. These were developed from 11 market penetration rates (MPRs) ranging from 5 to 95% for connected autonomous trucks (CAT), and 25 Average Annual Daily Traffic (AADT) from 5,000 to 250,000. For each scenario, a whole-life cost was calculated for a baseline, and then a CAT regime. The baseline regime used an existing conceptual standard three-lane motorway. The CAT regime saw remodelling the baseline to a non-standard four-lane cross-section incorporating a 2. 85m wide dedicated CAT lane and three narrow lanes for manual vehicles (MVs). There was no widening of the existing baseline carriageway to create the CAT regime: the total carriageway width remained 11m in both cases. The net benefit for each scenario was the difference between the baseline and its corresponding CAT regime costs, as monetary values. The costs included initial construction, maintenance, accidents, fuel consumption, and travel time over a 20-year design life. The study used pricing models and unit prices to determine initial construction and maintenance cost. TxME autonomous vehicles pavement analysis software and specially developed regression models were applied to determine pavement failure frequency and maintenance points for CAT and manual truck lanes. Costs of accidents and fuel consumption were calculated using historic data from UK government sources and analysing results of secondary studies on CAT safety and fuel consumption research experiments and simulation modelling. Travel time costs were determined from a complex amalgamation of inter-linked mathematical relationships involving CAT proportions, theoretical free-flow speeds, actual speeds, posted speed limits, lane widths, traffic volumes, lane capacities, lane utilisation distributions, construction cost-time models and pavement failure rates. It was found that introducing CAVs at low rates will be detrimental to network performance for many traffic flow situations (<170,000 AADT). At very high MPRs net positive benefits can be achieved from 100,000 AADT upwards" @default.
• W4386597514 created "2023-09-12" @default.
• W4386597514 creator A5019690912 @default.
• W4386597514 creator A5032058085 @default.
• W4386597514 creator A5092843986 @default.
• W4386597514 date "2023-06-14" @default.
• W4386597514 modified "2023-09-29" @default.
• W4386597514 title "Analyzing the Impact of Traffic Volumes on Key Performance Metrics for Connected Autonomous Truck-Enabled Highways" @default.
• W4386597514 cites W2073922712 @default.
• W4386597514 cites W2795247419 @default.
• W4386597514 cites W2985292925 @default.
• W4386597514 cites W3007517429 @default.
• W4386597514 cites W3084978686 @default.
• W4386597514 cites W3135264534 @default.
• W4386597514 cites W3169247117 @default.
• W4386597514 cites W3197344635 @default.
• W4386597514 cites W4233012324 @default.
• W4386597514 doi "https://doi.org/10.1109/mt-its56129.2023.10241591" @default.
• W4386597514 hasPublicationYear "2023" @default.
• W4386597514 type Work @default.
• W4386597514 citedByCount "0" @default.
• W4386597514 crossrefType "proceedings-article" @default.
• W4386597514 hasAuthorship W4386597514A5019690912 @default.
• W4386597514 hasAuthorship W4386597514A5032058085 @default.
• W4386597514 hasAuthorship W4386597514A5092843986 @default.
• W4386597514 hasConcept C111368507 @default.
• W4386597514 hasConcept C121955636 @default.
• W4386597514 hasConcept C12725497 @default.
• W4386597514 hasConcept C127313418 @default.
• W4386597514 hasConcept C127413603 @default.
• W4386597514 hasConcept C144133560 @default.
• W4386597514 hasConcept C168443057 @default.
• W4386597514 hasConcept C171146098 @default.
• W4386597514 hasConcept C182299520 @default.
• W4386597514 hasConcept C22212356 @default.
• W4386597514 hasConcept C2779184092 @default.
• W4386597514 hasConcept C2780866138 @default.
• W4386597514 hasConcept C41008148 @default.
• W4386597514 hasConcept C45882903 @default.
• W4386597514 hasConcept C52121051 @default.
• W4386597514 hasConceptScore W4386597514C111368507 @default.
• W4386597514 hasConceptScore W4386597514C121955636 @default.
• W4386597514 hasConceptScore W4386597514C12725497 @default.
• W4386597514 hasConceptScore W4386597514C127313418 @default.
• W4386597514 hasConceptScore W4386597514C127413603 @default.
• W4386597514 hasConceptScore W4386597514C144133560 @default.
• W4386597514 hasConceptScore W4386597514C168443057 @default.
• W4386597514 hasConceptScore W4386597514C171146098 @default.
• W4386597514 hasConceptScore W4386597514C182299520 @default.
• W4386597514 hasConceptScore W4386597514C22212356 @default.
• W4386597514 hasConceptScore W4386597514C2779184092 @default.
• W4386597514 hasConceptScore W4386597514C2780866138 @default.
• W4386597514 hasConceptScore W4386597514C41008148 @default.
• W4386597514 hasConceptScore W4386597514C45882903 @default.
• W4386597514 hasConceptScore W4386597514C52121051 @default.
• W4386597514 hasLocation W43865975141 @default.
• W4386597514 hasOpenAccess W4386597514 @default.
• W4386597514 hasPrimaryLocation W43865975141 @default.
• W4386597514 hasRelatedWork W1481642222 @default.
• W4386597514 hasRelatedWork W2052859319 @default.
• W4386597514 hasRelatedWork W2154241404 @default.
• W4386597514 hasRelatedWork W2214826987 @default.
• W4386597514 hasRelatedWork W2245246024 @default.
• W4386597514 hasRelatedWork W2349045494 @default.
• W4386597514 hasRelatedWork W2381382092 @default.
• W4386597514 hasRelatedWork W2394755163 @default.
• W4386597514 hasRelatedWork W4285265719 @default.
• W4386597514 hasRelatedWork W625155985 @default.
• W4386597514 isParatext "false" @default.
• W4386597514 isRetracted "false" @default.
• W4386597514 workType "article" @default.