Elastic pavement analysis using infinite elements

Keith Hjelmstad, Qiuhai Zuo, Jiwon Kim

Research output: Contribution to journalArticle

12 Citations (Scopus)

Abstract

A numerical analysis of a multilayered rigid pavement system is presented. To efficiently model the behavior of the subgrade soil layers in the horizontal direction, infinite elements are used to represent the decaying feature of the field variables (displacements and stresses) in the far field. Ordinary finite elements are used in a relatively small region around the applied loads to accurately capture the stress field. Compared with a conventional finite-element analysis of pavements, wherein a finite size of the computational domain must be chosen and artificial boundary conditions must be assumed at the truncated boundary, the current approach can significantly reduce the total number of elements, saving considerable computation time and thereby making feasible more extensive analysis.

Original languageEnglish (US)
Pages (from-to)72-76
Number of pages5
JournalTransportation Research Record
Issue number1568
StatePublished - 1997
Externally publishedYes

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Pavements
Numerical analysis
Loads (forces)
Boundary conditions
Soils
Finite element method

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Elastic pavement analysis using infinite elements. / Hjelmstad, Keith; Zuo, Qiuhai; Kim, Jiwon.

In: Transportation Research Record, No. 1568, 1997, p. 72-76.

Research output: Contribution to journalArticle

Hjelmstad, Keith ; Zuo, Qiuhai ; Kim, Jiwon. / Elastic pavement analysis using infinite elements. In: Transportation Research Record. 1997 ; No. 1568. pp. 72-76.
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