Evolution of asphalt binder stiffness during fatigue loading and rest periods and its impact on fatigue life
Source abstract
Abstract
Abstract Fatigue in asphalt materials is evaluated in the laboratory through continuous cyclic loading tests, whereas field loading in pavements is intermittent. Further studies on the effect of rest periods (RPs) on asphalt binder stiffness and fatigue life is of paramount importance. This paper investigates three 50/70 penetration grade binders with respect to their stiffness and fatigue properties. Fatigue was tested at 19 °C using three strain amplitudes. Tests with recovery time (5 RPs of 4 h each) were performed. Results show stiffness recovery during rest, however such recovery is not associated with an increase in the number of cycles to failure.
Source: openaire · Quality: candidate unverified · Source record ↗
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.
References (36)
Show source-provided references
1. AASHTO TP 107: Determining the damage characteristic curve of asphalt concrete from direct tension cyclic fatigue tests. American Association of State Highway and Transportation Officials. Provisional standard, Washington; 2014.
2. Monitoring fatigue damage and crack healing by ultrasound wave velocity10.1080/10589750500206774 ↗
3. ASTM D 7175: Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer. West Conshohocken; 2015.
4. Exploring the recovery of fatigue damage in bituminous mixtures: the role of rest periods
5. Recovery of asphalt mixture stiffness during fatigue loading rest periods10.1016/j.conbuildmat.2017.10.016 ↗
6. Babadopulos LFAL. Phenomena occurring during cyclic loading and fatigue tests on bituminous materials: Identification and quantification; 2017. 303 f. Thesis (Doctorate) – University of Lyon (ENTPE), Lyon, 2017.
7. Reversible phenomena and fatigue damage during cyclic loading and rest periods on bitumen10.1016/j.ijfatigue.2019.03.008 ↗
8. Babadopulos LFAL, Sauzéat C, Di Benedetto H. Softening and local self-heating of bituminous mixtures during cyclic loading. Road Mater Pavement Des 2017; 18 (sup2: EATA 2017), p. 164–177. https://doi.org/10.1080/14680629.2017.1304260.10.1080/14680629.2017.1304260 ↗
9. Daniel JS, Kim YR. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model. J Assoc Asphalt Paving Technol 2002; 71: p. 619–650, 2002. ISSN: 0270-2932.
10. Laboratory evaluation of fatigue damage and healing of asphalt mixtures10.1061/(ASCE)0899-1561(2001)13:6(434) ↗
11. Fatigue damage for bituminous mixtures: a pertinent approach
12. Di Benedetto H, De La Roche C. State of the art on stiffness modulus and fatigue of bituminous mixtures. Bituminous Binders and Mixes: State of the Art and Interlaboratory Tests on Mechanical Behavior and Mix Design, E&FN Spon, Ed. by L. Francken, p. 137–180, 1998.
13. Fatigue of bituminous mixtures10.1007/BF02481620 ↗
14. Three-dimensional thermo- viscoplastic behaviour of bituminous materials: the DBN model
15. Nonlinearity, heating, fatigue and thixotropy during cyclic loading of asphalt mixtures10.1080/14680629.2011.9690356 ↗
16. Non linearity in bituminous materials during cyclic tests10.1080/14680629.2010.9690339 ↗
17. Determination of Asphalt Mixture Healing Rate Using the Superpave Indirect Tensile Test
18. Understanding mechanisms leading to asphalt binder in the dynamic shear rheometer
19. Kachanov · 1986
20. Fatigue and healing characterization of asphalt mixtures10.1061/(ASCE)0899-1561(2003)15:1(75) ↗
21. Contraction and expansion of partially saturated hot mix asphalt samples exposed to freeze–thaw cycles10.1080/14680629.2014.990917 ↗
22. Mangiafico S. Linear viscoelastic properties and fatigue of bituminous mixtures produced with Reclaimed Asphalt Pavement and corresponding binder blends; 2014. Thesis (Doctorate) – University of Lyon (ENTPE), Lyon, 2014.
23. Quantification of biasing effects during fatigue tests on asphalt mizes: non-linearity, self-heating and thixotropy10.1080/14680629.2015.1077000 ↗
24. Exploring the recovery of fatigue damage in bituminous mixtures at macro-crack level: the influence of temperature, time, and external loads10.1080/14680629.2017.1305149 ↗
25. Exploring the recovery of fatigue damage in bituminous mixtures: the role of healing10.1080/14680629.2015.1029706 ↗
26. General, “2S2P1D” model and relation between the linear viscoelastic behaviours of bituminous binders and mixes
27. Oliveira LS de. Efeito dos períodos de repouso no ensaio de fadiga em misturas asfálticas e em ligantes, 2019. 154 f. Dissertation (Master in Transport Engineering) – Technology Center, Universidade Federal do Ceará, Fortaleza; 2019 [in Portuguese].
28. PNCT-DNIT. Plano Nacional de Contagem de Tráfego. Disponível em: . Departamento Nacional de Infraestrutura de Transportes. DNIT; 2017.
29. Development of a failure criterion for asphalt mixtures under different modes of fatigue loading10.3141/2447-13 ↗
30. Linking asphalt binder fatigue to asphalt mixture fatigue performance using viscoelastic continuum damage modeling10.1007/s11043-016-9304-1 ↗
31. Correspondence principles and a generalized J integral for large deformation and fracture analysis of viscoelastic media10.1007/BF01140837 ↗
32. Characterization of fatigue and healing in asphalt binders10.1061/(ASCE)MT.1943-5533.0000080 ↗
33. Evaluation of fatigue healing effect of asphalt concrete by pseudostiffness10.3141/1789-08 ↗
34. A continuum damage model for asphalt cement and asphalt mastic fatigue10.1016/j.ijfatigue.2015.08.020 ↗
35. Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis10.3141/2296-04 ↗
36. Effect of loading waveform pattern and rest period on fatigue life of asphalt concrete using viscoelastic continuum damage model10.1177/0361198118773892 ↗