Studies on creep and recovery of rheological bodies based upon conventional and fractional formulations and their application on asphalt mixture

International Journal of Pavement Engineering

Volumn 9, Issue 5, 2008, Pages 373-386

  Oeser, Markus ^a   Pellinen, Terhi ^b   Scarpas, Tom ^c   Kasbergen, Cor ^c  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

^b AALTO UNIVERSITY   (Finland)

^c DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Creep; Fractional time derivatives; Recovery; Relaxation; Retardation; Rheology

Indexed keywords

ASPHALT; BITUMINOUS MATERIALS; BUILDING MATERIALS; COMPUTER SIMULATION; MATHEMATICAL MODELS; MIXTURES; RHEOLOGY; UNLOADING;

CREEP FUNCTIONS; FRACTIONAL TIME DERIVATIVES; RECOVERY; RELAXATION; RETARDATION;

CREEP;

EID: 51349126987     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298430802068923     Document Type: Article

References (13)

1. Aschenbrenner, L., 2006. Mehrkomponenten-Modell zur Beschreibung des Deformationsverhaltens von Asphalt, Diss TU Braunschweig.
2. Bronstein, I.N., et al., 1997. Taschenbuch der Mathematik. Verl. Harri Deutsch, Frankfurt am Main, Thun.
3. Collop, A.C., et al., 2003. Development of an elasto-visco-plastic constitutive model for asphalt. In: S.A. Atluri, ed. ICCES'03, international conference on computational and experimental engineering and science. Corfu.
4. Dongmo-Engeland, B. and Di Benedetto, H., 2005. A contribution to the modeling of permanent deformations of bituminous mixes. Proceedings of the BCRA conference. Trondheim, Norway.
5. Enelund, M., 1998. Time domain modeling of damping using anelastic displacement fields and fractional calculus. International Journal of Solids and Structures, 36 (29), 4447-4472.
6. Gross, D., et al., 2004. Technische Mechanik. Bd. 4 Berlin: Springer Verlag.
7. Oeser, M., 2004. Numerical simulation of the nonlinear behavior of flexible multilayered pavements. Thesis (PhD). University of Technology, Dresden, Germany.
8. Oeser, M. and Möller, B., 2003. A new numerical model for asphalt pavements. In: S.A. Atluri, ed. ICCES'03, international conference on computational and experimental engineering and science. Corfu.
9. Oeser, M., et al., 2006. 3-D constitutive model for asphalt on the basis of fractional creep functions. Proceedings of the ISAP conference. Quebec, Canada.
10. Olard, F. and Di Benedetto, H., 2003. General '2S2P1D' model and relation between the linear viscoelastic behaviours of bituminous binders and mixes. Road Materials and Pavement Design, 4 (2), 185-224.
11. Pellinen, T., et al., 2007. Creep and recovery of linear and nonlinear rheological bodies. Proceedings of the international conference on advanced characterization and soil engineering materials. Athens, Greece.
12. Scarpas, T., 2004. A mechanics based computational platform for pavement engineering. Thesis (PhD). University of Technology, Delft, Netherlands.
13. Scarpas, A. and Kasbergen, C., 2006. An energy based constitutive framework for modeling of asphalt concrete: theoretical and experimental and numerical aspects. GeoCongress, Atlanta, USA.