National Center for Materials Service Safety, University of Science and Technology Beijing, Beijing 100083, China
zhaoqian928@126.com
Show less
History+
Received
Accepted
Published Online
2016-11-06
2016-11-30
2017-06-12
PDF
(482KB)
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 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.
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
RIGHTS & PERMISSIONS
Higher Education Press and Springer-Verlag Berlin Heidelberg