A dimensional analysis on asphalt binder fracture and fatigue cracking

Qian ZHAO , Zhoujing YE

Front. Struct. Civ. Eng. ›› 2018, Vol. 12 ›› Issue (2) : 201 -206.

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Front. Struct. Civ. Eng. ›› 2018, Vol. 12 ›› Issue (2) : 201 -206. DOI: 10.1007/s11709-017-0402-1
RESEARCH ARTICLE
RESEARCH ARTICLE

A dimensional analysis on asphalt binder fracture and fatigue cracking

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Abstract

Fracture and fatigue cracking in asphalt binder are two of most serious problems for pavement engineers. In this paper, we present a new comprehensive approach, which consists both of dimensional analysis using Buckingham Π Theorem and J-integral analysis based on classic fracture mechanics, to evaluate the fracture and fatigue on asphalt binder. It is discovered that the dimensional analysis could provide a new perspective to analyze the asphalt fracture and fatigue cracking mechanism.

Keywords

Dimensional analysis / asphalt / fracture / fatigue cracking

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Qian ZHAO, Zhoujing YE. A dimensional analysis on asphalt binder fracture and fatigue cracking. Front. Struct. Civ. Eng., 2018, 12(2): 201-206 DOI:10.1007/s11709-017-0402-1

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References

[1]

Isacsson U, Zeng H. Relationships between bitumen chemistry and low temperature behaviour of asphalt. Construction & Building Materials, 1997, 11(2): 83–91

[2]

Braham A F, Buttlar W G, Marasteanu M O. Effect of binder type, aggregate, and mixture composition on fracture energy of hot-mix asphalt in cold climates. Transportation Research Record, 2001, 2007: 102–109

[3]

Dave E V, Buttlar W G. Low Temperature Cracking Prediction with Consideration of Temperature Dependent Bulk and Fracture Properties. road materials and pavement design, 2010. 11(SI): p. 33–59

[4]

Hou Y, Yue P, Wang L, Sun W. Investigation of the Asphalt Self-Healing Mechanism Using a Phase-Field Model. Journal of Materials in Civil Engineering, 2015, 27(3): 04014118

[5]

Hou Y, Wang L, Pauli T, Sun W. Fracture failure in crack interaction of asphalt binder by using a phase field approach. MATERIALS AND STRUCTURES, 2015. 48(9): 2997–3008

[6]

Cerni G, Cardone F, Colagrande S. Low-temperature tensile behaviour of asphalt binders: Application of loading time–temperature–conditioning time superposition principle. Construction & Building Materials, 2011, 25(4): 2133–2145

[7]

Akentuna M, Kim S S, Nazzal M, Abbas A R, Arefin M S. Study of the thermal stress development of asphalt mixtures using the Asphalt Concrete Cracking Device (ACCD). Construction & Building Materials, 2016, 114: 416–422

[8]

Pirmohammad S, Ayatollahi M R. Asphalt concrete resistance against fracture at low temperatures under different modes of loading. Cold Regions Science and Technology, 2015, 110: 149–159

[9]

Hou Y, Sun F, Sun W, Guo M, Xing C, Wu J. Quasi-Brittle Fracture Modeling of Preflawed Bitumen Using a Diffuse Interface Model. Advances in Materials Science and Engineering, 2016, (6): 1–7

[10]

Irwin G R. Linear fracture mechanics, fracture transition, and fracture control. Engineering Fracture Mechanics, 1968, 1(2): 241–257

[11]

Das P K, Jelagin D, Birgisson B R. Evaluation of the low temperature cracking performance of asphalt mixtures utilizing HMA fracture mechanics. Construction & Building Materials, 2013, 47: 594–600

[12]

Saha G, Biligiri K P. Fracture properties of asphalt mixtures using semi-circular bending test: A state-of-the-art review and future research. Construction & Building Materials, 2016, 105: 103– 112

[13]

Hou Y, Yue P, Xin Q, Pauli T, Sun W, Wang L. Fracture failure of asphalt binder in mixed mode (Modes I and II) by using phase-field model. Road Materials and Pavement Design, 2014, 15(1): 167– 181

[14]

Arnold J W, Behnia B, McGovern M E, Hill B, Buttlar W G, Reis H. Quantitative evaluation of low-temperature performance of sustainable asphalt pavements containing recycled asphalt shingles (RAS). Construction & Building Materials, 2014, 58: 1–8

[15]

Moriyoshi A, Shen J, Ezawa K, Tomoto T. Comparison of various testing methods for low-temperature properties of asphalts. Journal of the Japan Petroleum Institute, 2005, 48(6): 336–343

[16]

Hou Y, Sun W, Das P, Song X, Wang L, Ge Z, Huang Y. Coupled Navier-Stokes Phase-Field Model to Evaluate the Microscopic Phase Separation in Asphalt Binder under Thermal Loading. Journal of Materials in Civil Engineering, 2016, 28(10): 04016100

[17]

Behnia B, Dave E V, Buttlar W G, Reis H. Characterization of embrittlement temperature of asphalt materials through implementation of acoustic emission technique. Construction & Building Materials, 2016, 111: 147–152

[18]

Zhao Y. Irwin number and ductile-brittle fracture transition. International Journal of Fracture, 1996, 75(1): R17–R21

[19]

Akono A, Reis P M, Ulm F. Scratching as a Fracture Process: From Butter to Steel. Physical Review Letters, 2011, 106(20): 204302

[20]

Rice J R. A Path Independent Integral and the Approximate Analysis of Strain Concentration by Notches and Cracks. Journal of Applied Mechanics, 1968, 35(2): 379–386

[21]

Rice J R. Limitations to the small scale yielding approximation for crack tip plasticity. Journal of the Mechanics and Physics of Solids, 1974, 22(1): 17–26

[22]

Irwin G R. Fracture strength of relatively brittle structures and materials. Journal of the Franklin Institute, 1970, 290(6): 513–521

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