Evaluating Self Healing Capability of Bituminous Mastics
Open accessAbstract
The self-healing capability of bituminous materials has been known for many years. Researches were mostly focused on the self healing behaviour during load repetitions. The tests are either time consuming and/or complex. In this paper, a simple self healing test procedure is presented combining the fracture-healing-re-fracture test (FHR) with morphological observations. A fast displacement speed loading was applied first to produce a flat open crack with a crack width of 100–200 μm. Then the specimen was placed in a silicone rubber mould to heal. Various healing periods, temperatures and material modifications were applied. Fluorescence microscopy was used to observe the morphological change during the healing periods. After healing, the specimen was re-fractured under the same condition as the original fracture test. The experimental results indicate that the self healing capability, which was quantified by the re-fracture strength, increases with increasing healing time and increasing healing temperature. A strength recovery master curve at any healing temperature can be obtained through a time-temperature superposition principle. When comparing the strength recovery master curve with the morphological healing observation from fluorescence microscopy, the healing process observed in this paper is believed to be a viscosity driven process, consisting of two steps namely crack closure and strength gain. A Styrene-Butadiene-Styrene polymer modified bituminous mastic shows lower healing capability than a standard 70/100 penetration grade bituminous mastic. The test procedure proposed in this paper is proven to be simple and effective for evaluating and comparing the self healing capability of bituminous materials.
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Experimental load-displacement curves for the SBSmas specimens were not reported in Qiu et al. (2012).
“Experimental load-displacement curves for the SBSmas specimens were not reported inQiu et al. (2012).”
From A thermodynamically consistent mixed-mode cohesive zone model for fracture of self-healing materials (2026) · cites this paper as Qiu et al. (2012)
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Research works printed but not linked: 7
- Van Dijk W, Moreaud H, Quedeville A, Uge P (1972) The fatigue of bitumen and bituminous mixes. Paper presented at the 3 rd int. Conference on the Structural Design of Asphalt Pavements, Ann Arbor, Michigan, USA
- Shen S, Chiu H-M, Huang H (2010) Characterization of fatigue and healing in asphalt binders. J Mater Civ Eng 22(9):6
- Phillips MC (1998) Multi-step models for fatigue and healing, and binder properties involved in healing. Paper presented at the Eurobitume Workshop on Performance Related Properties for Bituminous Binders, Luxembourg
- Qiu J, van de Ven MFC, Wu SP, Yu JY, Molenaar AAA (2011) Investigating self healing behaviour of pure bitumen using dynamic shear rheometer. Fuel 90(8):2710-2720
- Hammoum F, de La Roche C, Piau JM (2002) Experimental investigation of fracture and healing of bitumen at pseudo-contact of two aggregates. Paper presented at the 9th International Conference on Asphalt Pavements
- Qiu J (2008) Self healing of asphalt mixes: literature review. Report 7-08-183-1. Delft University of Technology, Delft
- Woldekidan M, Huurman M, Mo L (2010) Testing and modeling of bituminous mortar response. J Wuhan Univ Technol-Mater Sci Ed 25(4):637-640. doi:10.1007/s11595-010-0060-9 · DOI
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A thermodynamically consistent mixed-mode cohesive zone model for fracture of self-healing materials
Giraldo-Londoño, O., Spring, D. W., Muñetón-López, R. A., & Paulino, G. H. (2026) · doi:10.2139/ssrn.7528848
- Authors
- Qiu, J., van de Ven, M., Wu, S., Yu, J., & Molenaar, A.
- Affiliations
- Wuhan University of Technology (CN)
- Delft University of Technology (NL)
- Corresponding author
- Qiu, J.
- Venue
- Experimental Mechanics
- Published
- 2011-12-13
- Volume
- 52
- Issue
- 8
- Pages
- 1163-1171
- ISSN
- 0014-4851 (ISSN-L)
- 1741-2765
- OpenAlex
- W2059867071
- Cited by
- 103
- References
- 0
- Citations by year
- 2026: 7 · 2025: 9 · 2024: 7 · 2023: 15 · 2022: 4 · 2021: 10 · 2020: 14 · 2019: 3 · 2018: 6 · 2017: 7 · 2016: 10 · 2015: 4 · 2013: 2 · 2012: 4
- FWCI
- 6.14
- Type
- journal article
- Language
- en
- Open access
- hybrid
- doi.org
- Licence
- cc-by-nc
- Locations
- Experimental Mechanics (publishedVersion, cc-by-nc)
- Research Repository (Delft University of Technology) (submittedVersion)
- Data Archiving and Networked Services (DANS) (submittedVersion, other-oa)
- Funders
- Technische Universiteit Delft
- China Scholarship Council
- Wuhan University
- Wuhan University of Technology
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Asphalt Pavement Performance Evaluation
- Physical Sciences › Materials Science › Polymers and Plastics › Polymer composites and self-healing
- Physical Sciences › Engineering › Mechanics of Materials › Fatigue and fracture mechanics
- Keywords
- self-healing, bituminous mastics, crack closure, time-temperature superposition, healing temperature, healing time, polymer-modified asphalt, styrene-butadiene-styrene, fluorescence microscopy, crack morphology
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