|
|||||
|
|
Application of Graded Finite Elements for Asphalt Pavements |
|
| Authors: | William G. Buttlar Glaucio H. Paulino Seong Hyeok Song |
| Affiliation: | 1Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 1212 Newmark Lab., 205 North Mathews Avenue, MC-250, Urbana, IL 61801. E-mail: buttlar@uiuc.edu 2Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2209 Newmark Lab., 205 North Mathews Avenue, MC-250, Urbana, IL 61801 (corresponding author). E-mail: paulino@uiuc.edu 3Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2204 Newmark Lab., 205 North Mathews Avenue, MC-250, Urbana, IL 61801. E-mail: shsong@uiuc.edu |
| Abstract: | Asphalt paving layers, particularly the surface course, exhibit vertically graded material properties. This grading is caused primarily by temperature gradients and aging related stiffness gradients. Most conventional existing analysis models do not directly account for the continuous grading of properties in flexible pavement layers. As a result, conventional analysis methods may lead to inaccurate prediction of pavement responses and distress under traffic and environmental loading. In this paper, a theoretical formulation for the graded finite element method is provided followed by an implementation using the user material subroutine (UMAT) capability of the finite element software ABAQUS. Numerical examples using the UMAT are provided to illustrate the benefits of using graded elements in pavement analysis. |
| Keywords: | Fractures Asphalt pavements Finite element method Material properties |