Truck Platoon Impacts on Steel Girder Bridges

AbstractThe presence of truck platoons on our nation’s highways is an inevitability. This research study aims to explore the potential effects of this paradigm shift in our transportation system as it relates to existing and future bridge infrastructure. Platooning provides substantial improvement i...

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Bibliographic Details
Published in:Journal of bridge engineering 2019-07, Vol.24 (7)
Main Authors: Yarnold, Matthew T, Weidner, Jeffrey S
Format: Article
Language:English
Subjects:
Bending moments
Bridge construction
Bridge loads
Civil engineering
Configurations
Deformation
Design
Design specifications
Design standards
Forces (mechanics)
Girder bridges
Highways
Mechanical properties
Platooning
Shear forces
Specifications
Steel
Steel bridges
Steel structures
Structural steels
Technical Notes
Transportation
Transportation systems
Trucks
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Summary:AbstractThe presence of truck platoons on our nation’s highways is an inevitability. This research study aims to explore the potential effects of this paradigm shift in our transportation system as it relates to existing and future bridge infrastructure. Platooning provides substantial improvement in fuel efficiency by allowing trucks to operate closely spaced together. Not surprisingly, these conditions may violate the fundamental assumptions that underlie our past and current design codes, which were created without any knowledge of platooning. The purpose of this study is to identify potential conditions to which these fundamental assumptions may not be adequate. To address this question, a series of analytical studies were conducted, focused on steel multigirder bridges. A single girder was analyzed in various configurations for a wide range of span lengths. Each configuration was analyzed under past and current design specifications along with numerous truck platoon arrangements. The results indicate that the current design specification performs well. The exception is longer span structures carrying closely spaced truck platoons. In these cases, live-load positive bending moment and shear force demands can be substantially greater. The historic design standard does not perform well overall. Based on these results, recommendations for identifying structures with increased live-load demands are provided, as well as the future research required to account for platooning in new design.
ISSN:1084-0702
1943-5592
DOI:10.1061/(ASCE)BE.1943-5592.0001431