Experimental and numerical study on the effect of friction between crack faces on fracture parameters of hot mix asphalt concrete
Source abstract
Abstract
This article investigates the effect of friction between crack faces in ASCB (asymmetric semi-circular bend) specimen on fracture parameters of hot mix asphalt concrete . To achieve this, fracture tests were conducted on ASCB specimens containing cracks with different angles (0, 10, 20, 30, and 40°). In addition to the fracture tests, friction tests were also performed by designing a simple fixture. Subsequently, finite element analyses were carried out, and friction coefficients between crack faces were calculated based on the results of fracture and friction tests. Furthermore, two fracture criteria , ASED (average minimum strain energy density) and MTS (maximum tangential stress), were examined under two different scenarios: assuming zero-friction and non-zero friction between crack faces to predict fracture load and fracture strength . The fracture tests showed that with an increase in the crack angle, the fracture load initially decreased up to the crack angle of 20°, and then increased. Furthermore, the friction tests revealed that an increase in the normal load led to an increase in the friction coefficient. As per finite element results, the crack face contact occurred at a crack angle of 13.1°. Hence, crack faces in the ASCB specimens with the crack angles of 20, 30, and 40° had friction, which significantly affected the fracture parameters. The results also indicated that the average error values for the MTS and ASED criteria compared to the experimental results were 22.8 % and 18.8 %, respectively, when the friction` between crack faces is ignored, and 12.4 % and 4.0 % for the scenario that the friction effect is taken into account. The ASED criterion demonstrated higher accuracy than MTS criterion. Additionally, the average error value of fracture strength predicted by the ASED criterion with assuming non-zero friction was 4 %, indicating good predictive accuracy for fracture strength.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Numerical methods in engineering · Rock Mechanics and Modeling
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (72)
Show source-provided references
1. Anderson · 2005
2. Models and computational methods for dynamic friction phenomena10.1016/0045-7825(85)90009-X ↗
3. The action of fillers in the modification of the tribological behavior of polymers10.1016/0043-1648(92)90029-8 ↗
4. Effect of interfacial friction force on material removal in full aperture continuous polishing process10.1016/j.precisioneng.2020.03.003 ↗
5. The fracture toughness analysis on the basalt fiber reinforced asphalt concrete with prenotched three-point bending beam test
6. Laboratory investigation on the fracture toughness (Mode I) and durability properties of eco-friendly cement emulsified asphalt mortar (CRTS II) exposed to acid attack
7. Experimental Investigation of the self-healing capability of Roller-Compacted Concrete (RCC) containing epoxy-filled glass tubes through fracture properties
8. Full range of mode I and II cracking performance of asphalt mixtures containing low to high reclaimed asphalt pavement (RAP) contents; modified by recycling agent and substituting of a softer binder
9. Mixed mode fracture resistance of asphalt concrete mixtures10.1016/j.engfracmech.2012.06.015 ↗
10. Temperature effects on brittle fracture in cracked asphalt concretes10.12989/sem.2013.45.1.019 ↗
11. The effect of basalt fibres on fracture toughness of asphalt mixture10.1111/ffe.13207 ↗
12. Pirmohammad · 2020
13. Experimental investigation of fracture properties of asphalt mixtures modified with Nano Fe2O3 and carbon nanotubes10.1080/14680629.2019.1608289 ↗
14. Effect of SCB specimen size on mode I fracture parameters of asphalt concrete at low and intermediate temperatures10.1016/j.tafmec.2024.104314 ↗
15. B. Bahrami, M.R. Ayatollahi, I. sedighi, M. yazid Yahya, An insight into mode II fracture toughness testing using SCB specimen, Fatigue & Fracture of Engineering Materials & Structures, Under review (2019).10.1111/ffe.13069 ↗
16. Effects of support friction on mode I stress intensity factor and fracture toughness in SENB testing10.1016/j.tafmec.2019.102288 ↗
17. Support type influence on rock fracture toughness measurement using semi-circular bending specimen
18. A statistical approach on the support type effect on mode I fracture toughness determined using semi-circular bend (SCB) specimen10.1016/j.engfracmech.2020.106891 ↗
19. Effect of friction at the supports of semi-circular bending tests on fracture mode of loading10.1016/j.tafmec.2022.103265 ↗
20. Effect of support type on the fracture toughness and energy of asphalt concrete at different temperature conditions10.1016/j.engfracmech.2021.107921 ↗
21. Mode II fracture tests on asphalt concrete at different temperatures using semi-circular bend specimen loaded by various types of supports10.1016/j.tafmec.2021.103089 ↗
22. Effect of support friction on pure mode I, II, and III fracture toughness of cement concrete tested with edge-notched disc bend specimen10.1016/j.tafmec.2023.104247 ↗
23. Stress intensity factors of a central slant crack with frictional surfaces in plates with biaxial loading10.1023/B:FRAC.0000045714.80342.a3 ↗
24. Numerical analysis of the influence of crack surface roughness on the crack path10.1016/j.engfracmech.2010.03.024 ↗
25. A plasticity criterion for mixed mode fracture initiation with crack surface frictional characteristics under compression10.2174/1874158401105010001 ↗
26. A macro–micro damage model for rock under compression loading10.3390/app112412154 ↗
27. The effects of crack surface friction and roughness on crack tip stress fields10.1007/BF00019717 ↗
28. Fracture initiation and propagation in a Brazilian disc with a plane interface: a numerical study10.1007/s00603-012-0331-1 ↗
29. Effects of T-stresses on fracture initiation for a closed crack in compression with frictional crack faces10.1007/s10704-009-9397-5 ↗
30. Numerical investigation on crack propagation for a central cracked Brazilian disk concerning friction10.3390/app11062839 ↗
31. Crack propagation trajectories for rocks under mixed mode I–II fracture10.1016/j.enggeo.2005.07.013 ↗
32. Crack initiation in brittle solids under multiaxial compression10.1016/S0013-7944(02)00203-5 ↗
33. Stress intensity factors for a Brazilian disc with a central crack subjected to compression10.1016/j.ijrmms.2017.01.003 ↗
34. Modification of Griffith–McClintock–Walsh model for crack growth under compression to incorporate stick-slip along the crack faces10.1016/j.ijrmms.2014.09.020 ↗
35. Effect of crack face contact and friction on Brazilian disk specimens—a finite difference solution10.1016/j.engfracmech.2005.05.005 ↗
36. Mode II stress intensity factors for central slant cracks with frictional surfaces in uniaxially compressed plates10.1016/S0142-1123(02)00048-8 ↗
37. Mixed-mode I/II stress intensity factors for frictional centrally cracked Brazilian disk with confining pressure10.1111/ffe.13703 ↗
38. E. Riazi, M. Yazdani, M. Alitalesh, M. Shafiee, The Assessment of crack surface friction on crack tip’s stress intensity factor (SIF) using XFEM, ARMA US Rock Mechanics/Geomechanics Symposium, ARMA, 2014, pp. ARMA-2014-7448.
39. An insight into mode II fracture toughness testing using SCB specimen10.1111/ffe.13069 ↗
40. Mixed mode brittle fracture prediction in cracks under frictional condition10.1016/j.tafmec.2023.104211 ↗
41. Cracked asphalt pavement under traffic loading–a 3D finite element analysis10.1016/j.engfracmech.2010.12.013 ↗
42. Finite element analysis of road structure containing top-down crack within asphalt concrete layer10.1007/s11771-020-4292-3 ↗
43. Three-dimensional finite element modeling of a transverse top-down crack in asphalt concrete10.12989/cac.2014.13.4.569 ↗
44. Test method for resistance of plastic flow of bituminous mixtures using Marshall apparatus
45. S. Pirmohammad, R. Momeni, S. Houshmandi Khanghahi, Impact of Specimen Size on Mixed Mode I and II Fracture Behavior of Asphalt Mixture Using MMTS Criterion Theoretical and Applied Fracture Mechanics Under review (2024).10.1016/j.tafmec.2024.104682 ↗
46. A. Subcommittee, Standard Test Methods for Simulated Service Testing of Wood and Wood-based Finish Flooring: Designation: D2394-17, ASTM International 2017.
47. A. G115-10, Standard guide for measuring and reporting friction coefficients, American Society for Testing and Materials (ASTM) International West …, 2004.
48. Stress drop and contact stiffness measured from stick-slip experiments on PMMA-PMMA friction10.1023/A:1019152832763 ↗
49. Fracture resistance of asphalt concrete under different loading modes and temperature conditions10.1016/j.conbuildmat.2013.11.096 ↗
50. Full range I/II fracture behavior of asphalt mixtures containing RAP and rejuvenating agent using two different 3-point bend type configurations10.1016/j.conbuildmat.2021.125590 ↗
51. Development of mechanistic-empirical pavement design in Minnesota10.3141/1629-20 ↗
52. Resistance to crack-growth and fracture of asphalt mixture, performance testing and evaluation of bituminous materials PTEBM'03
53. Mechanical characterization of a bituminous mix under quasi-static and high-strain rate loading10.1016/j.conbuildmat.2008.09.021 ↗
54. D. ASTM, 6931; Standard Test Method for Indirect Tensile (IDT) Strength of Bituminous Mixtures, ASTM: Washington, DC, USA (2012).
55. Heterogeneity effects on mixed-mode I/II stress intensity factors and fracture path of laboratory asphalt mixtures in the shape of SCB specimen10.1111/ffe.13154 ↗
56. A finite-volume-energy based approach to predict the static and fatigue behavior of components with sharp V-shaped notches10.1023/A:1013595930617 ↗
57. The influence of normal stress and sliding velocity on the frictional behaviour of calcite at room temperature: Insights from laboratory experiments and microstructural observations10.1093/gji/ggw038 ↗
58. Fatigue and fracture assessment of notched components by means of the Strain Energy Density10.1016/j.engfracmech.2016.04.021 ↗
59. Application of an average strain energy density criterion to obtain the mixed mode fracture load of granite rock tested with the cracked asymmetric four-point bend specimens10.1016/j.tafmec.2017.07.004 ↗
60. A review of the volume-based strain energy density approach applied to V-notches and welded structures10.1016/j.tafmec.2009.10.001 ↗
61. Some expressions for the strain energy in a finite volume surrounding the root of blunt V-notches10.1007/s10704-005-3943-6 ↗
62. Fracture assessment of U-notches under mixed mode loading: two procedures based on the ‘equivalent local mode I’concept10.1007/s10704-008-9213-7 ↗
63. Local strain energy to assess the static failure of U-notches in plates under mixed mode loading10.1007/s10704-007-9104-3 ↗
64. Mode I fracture analysis of polymethylmetacrylate using modified energy-based models10.1134/S1029959915040050 ↗
65. Geometry effects on fracture trajectory of PMMA samples under pure mode-I loading10.1016/j.engfracmech.2016.05.014 ↗
66. Mode II brittle fracture assessment using an energy based criterion10.1134/S1029959917020047 ↗
67. Strain energy density failure criterion10.1016/S0020-7683(01)00005-1 ↗
68. F. Erdogan, G. Sih, On the crack extension in plates under plane loading and transverse shear, (1963).10.1115/1.3656897 ↗
69. Experimental and theoretical assessment of brittle fracture in engineering components containing a sharp V-notch10.1007/s11340-010-9401-z ↗
70. R.A. Schmidt, A microcrack model and its significance to hydraulic fracturing and fracture toughness testing, ARMA US rock mechanics/Geomechanics symposium, ARMA, 1980, pp. ARMA-80-0581.
71. Evaluation of friction properties according to normal force and direction of wood grain in real contact area10.5658/WOOD.2011.39.5.437 ↗
72. An experimental study on normal stress and shear rate dependency of basic friction coefficient in dry and wet limestone joints10.1007/s00603-016-1073-2 ↗