DSpace Repository

A Stabilized Finite Element Formulation for Continuum Models of Traffic Flow

Show simple item record

dc.contributor.author Vikram, Durgesh
dc.date.accessioned 2022-12-19T07:17:31Z
dc.date.available 2022-12-19T07:17:31Z
dc.date.issued 2011
dc.identifier.uri https://www.techscience.com/CMES/v79n3&4/25744
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7950
dc.description.abstract A stabilized finite element formulation is presented to solve the governing equations for traffic flow. The flow is assumed to be one-dimensional. Both, PW-type (Payne-Whitham) 2-equation models and the LWR-type (Lighthill-Whitham-Richards) 1-equation models are considered. The SUPG (Streamline-Upwind/Petrov-Galerkin) and shock capturing stabilizations are utilized. These stabilizations are sufficient for the 1-equation models. However, an additional stabilization is necessary for the 2-equation models. For the first time, such a stabilization is proposed. It arises from the coupling between the two equations and is termed as IEPG (Inter-Equation/Petrov-Galerkin) stabilization. Two behavioral models are studied: Greenshields' (GS) and Greenberg's (GB) models. Numerical tests are carried out for cases involving traffic expansion as well as shock. Excellent agreement with the exact solution is observed. The need of the IEPG stabilization for the 2-equation traffic models is demonstrated. An interesting observation is made for the first time regarding the Greenberg's (GB) model in the presence of a shock. The model is found to be inconsistent in the sense that it leads to different shock speed from the continuity and behavior equations. As a result, the 2-equation model leads to secondary waves in the presence of shocks en_US
dc.language.iso en en_US
dc.publisher Tech Science Press en_US
dc.subject Civil Engineering en_US
dc.subject Traffic flow en_US
dc.subject Finite element method en_US
dc.subject (IEPG) Inter-Equation/Petrov-Galerkin stabilization en_US
dc.subject SUPG en_US
dc.title A Stabilized Finite Element Formulation for Continuum Models of Traffic Flow en_US
dc.type Article en_US


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Advanced Search

Browse

My Account