Modelling of the fatigue damage of a geogrid-reinforced asphalt concrete
Source abstract
Abstract
This paper presents a modelling approach to predict the fatigue damage of glass fibre grid-reinforced asphalt concrete in the fully reverse four-point bending (4PB) test configuration. The objective of the present study is to predict the fatigue damage of a composite material made of asphalt concrete and geogrid, using a damage model proven for asphalt mixes. The non-local damage model of Bodin, implemented in a finite element code, is used. Parameter identification is performed with 4PB test results of non-reinforced asphalt (NRA) and reinforced asphalt concrete beams. A unique model is developed and two analyses are performed for both NRA and geogrid-reinforced asphalt (GRA) in the 4PB fully reverse fatigue test configuration: monolayer beams and five-layer beams. A comparison between the predicted and the experimental fatigue damage curves indicates that the finite element model is able to predict the fatigue behaviour of GRA mixtures.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geotechnical Engineering and Underground Structures
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Laboratoire des sciences de l'ingénieur, de l'informatique et de l'imagerie, ICUBE, UMR 7357, CNRS, INSA de Strasbourg, 24 Boulevard de la Victoire, 67000 Strasbourg, France
Eiffage Infrastructures, 12 rue de Molsheim, 67120 Wolxheim, France
Epsilon Ingénierie, Parc de Ruissel – Avenue de Lossburg, 69480 Anse, France
References (23)
Show source-provided references
1. Alimami, M. (1987). Contribution à l’étude de l'endommagement par fatigue des enrobés bitumineux (PhD thesis). University de Paris 6, Paris.
2. Arsenie, I. M. (2013). Study and modelling of the pavement reinforcement with glass fibre grids under fatigue loading (PhD thesis). INSA de Strasbourg, Strasbourg.
3. 10.1080/14680629.2016.116328010.1080/14680629.2016.1163280 ↗
4. Bodin, N. D. (2002). Modèle d'endommagement cyclique: Application à la fatigue des enrobés bitumineux (Thèse de doctorat). Ecole Centrale de Nantes, Nantes.
5. 10.1061/(ASCE)0733-9399(2004)130:6(700)10.1061/(ASCE)0733-9399(2004)130:6(700) ↗
6. Cast3M. (2010). cast3M is a research FEM environment; its development is sponsored by the French Atomic Energy Commission. Retrieved from http://www-cast3m.cea.fr
7. 10.1016/j.conbuildmat.2007.01.01210.1016/j.conbuildmat.2007.01.012 ↗
8. 10.1007/s11043-009-9096-710.1007/s11043-009-9096-7 ↗
9. 10.1007/BF0248162010.1007/BF02481620 ↗
10. EN 12591. (2009, December). European standard. Spécifications des bitumes routiers. Bitumes et liants bitumineux.
11. EN 12697-24. (2012, August). European standard. Méthodes d'essai pour mélange hydrocarboné à chaud, Partie 24: Résistance à la fatigue.
12. EN 13108-1. (2007, February). European standard. Spécifications des matériaux, Partie 1: Enrobés bitumineux.
13. 10.1061/(ASCE)0899-1561(2000)12:2(105)10.1061/(ASCE)0899-1561(2000)12:2(105) ↗
14. 10.1061/(ASCE)0733-9399(1998)124:1(32)10.1061/(ASCE)0733-9399(1998)124:1(32) ↗
15. Lefeuvre, Y., de La Roche, C. & Piau, J. M. (2000). Asphalt material fatigue test under cyclic loading: An interpretation based on a viscoelastic model including unilateral damage. Proceedings of the 2nd Eurasphalt and Eurobitume Congress, Barcelona.
16. NF P98-086. (2011, October). French standard. Dimensionnement structurel des chaussées routières - Application aux chaussées neuves.
17. 10.1080/14680629.2013.77476310.1080/14680629.2013.774763 ↗
18. 10.1016/0020-7683(93)90189-E10.1016/0020-7683(93)90189-E ↗
19. Patzak, B. & Jirasek, M. (2001). Consistent tangent stiffness for non local material models. European conference on computational mechanics, ECCM-2001, Cracow, Poland, June 26–29, 2001.
20. Sagnol, L. (2013). Etude de la grille en fibre de verre pour le renforcement de l'infrastructure (Master thesis). INSA de Strasbourg, Strasbourg and University of Karlsruhe, Karlsruhe.
21. Sayegh, G. (1967, August 7–11). Viscoelastic properties of bituminous mixes. Proceedings of the 2nd international conference on the structural design of asphalt pavements proceedings (pp. 743–755). University of Michigan, Ann Arbor, MI, USA.
22. Themeli, A. (2011). Etude de la fatigue de bétons bitumineux renforcés par des grilles en fibre de verre (Master thesis). The Institute National Polytechnique of Lorraine, Lorraine and INSA de Strasbourg, Strasbourg.
23. Ullidtz, P., Kieler, T. L. & Kargo, A. (1997). Finite element simulation of asphalt fatigue tests, mechanical tests for bituminous materials. Recent improvement and future prospects. Proceedings of the 5th RILEM symposium (pp. 233–239), Rotterdam.