Modelling of the fatigue damage of a geogrid-reinforced asphalt concrete
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.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/14680629
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Supplemental Notes:
- . Abstract reprinted with permission of Elsevier.
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Authors:
- Arsenie, Ioana Maria
- Chazallon, Cyrille
- Duchez, Jean-Louis
- Mouhoubi, Saida
- Publication Date: 2017-1
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 250-262
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Serial:
- Road Materials and Pavement Design
- Volume: 18
- Issue Number: 1
- Publisher: Taylor & Francis
- ISSN: 1468-0629
- EISSN: 2164-7402
- Serial URL: http://www.tandfonline.com/loi/trmp20
Subject/Index Terms
- TRT Terms: Asphalt concrete; Finite element method; Flexural strength; Geogrids; Glass fiber reinforced concrete; Mathematical models; Mechanical fatigue; Reinforced concrete
- Uncontrolled Terms: Continuum damage model
- Subject Areas: Highways; Materials; Pavements;
Filing Info
- Accession Number: 01619093
- Record Type: Publication
- Files: TRIS
- Created Date: Dec 21 2016 11:29AM