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dc.contributor.author김은주-
dc.date.accessioned2020-10-22T00:56:03Z-
dc.date.available2020-10-22T00:56:03Z-
dc.date.issued2019-10-
dc.identifier.citationJOURNAL OF ENGINEERING MECHANICS, v. 145, no. 10, article no. 04019080en_US
dc.identifier.issn0733-9399-
dc.identifier.issn1943-7889-
dc.identifier.urihttps://ascelibrary.org/doi/10.1061/%28ASCE%29EM.1943-7889.0001653-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/154709-
dc.description.abstractThe transportation sector contributes up to 27% of the total greenhouse gas (GHG) emissions in the United States; on-road transportation is responsible for 84% of the entire sector, implying that vehicles are a major cause of global warming. To understand the fuel energy dissipated through a vehicle's suspension and tires, researchers have recently examined stochastic pavement models combined with mechanics-based vehicle models. These approaches assume the pavement is nondeformable with a certain random roughness level. In this paper, a pavement-vehicle interaction model is developed that can accommodate both road roughness and the deflection of rigid pavement. A quarter-car model is considered to represent the vehicle, a filtered white noise model is used to characterize the road roughness, and a two-elastic layered foundation (Euler-Bernoulli beam for the top pavement and Winkler foundation for the subgrade) is employed to simulate the rigid pavement. Subsequently, an augmented state-space representation is formulated for the entire pavement-vehicle system. The Lyapunov equation governing the covariance of the response is solved to obtain the energy dissipation of the vehicle's suspension and tires. Finally, examples are presented and compared with the nondeformable pavement model to understand the impact of rigid pavement deformation on vehicle fuel energy dissipation.en_US
dc.description.sponsorshipThis study was partially funded by a grant (19DRMS-B146826-02) from the Development of Customized Contents Provision Technology for Realistic Disaster Management Based on Spatial Information program funded by the Ministry of the Interior and Safety of the Korean government and the Illinois State Toll Highway Authority (ISTHA). The authors are representatives of the Illinois Center for Transportation (ICT). The contents of this report reflect the views of the authors, who are solely responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official view of the Tollway or ICT. This paper does not constitute a standard, specification, or regulation.en_US
dc.language.isoenen_US
dc.publisherASCE-AMER SOC CIVIL ENGINEERSen_US
dc.titleImpact of Pavement Roughness and Deflection on Fuel Consumption Using Energy Dissipationen_US
dc.typeArticleen_US
dc.relation.no10-
dc.relation.volume145-
dc.identifier.doi10.1061/(ASCE)EM.1943-7889.0001653-
dc.relation.page1-9-
dc.relation.journalJOURNAL OF ENGINEERING MECHANICS-
dc.contributor.googleauthorKim, Robin E.-
dc.contributor.googleauthorKang, Seunggu-
dc.contributor.googleauthorSpencer, Billie F.-
dc.contributor.googleauthorAl-Qadi, Imad L.-
dc.contributor.googleauthorOzer, Hasan-
dc.relation.code2019003555-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidrobinekim-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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