A micromechanical model of elastic-damage properties of innovative pothole patching materials featuring high-toughness, low-viscosity nanomolecular resin
Source abstract
Abstract
Innovative pothole patching materials reinforced with a high-toughness, low-viscosity nanomolecular resin, dicyclopentadiene (DCPD, C 10 H 12 ), have been experimentally proven to be effective in repairing cracked asphalt pavements and can significantly enhance their durability and service life. In this paper, a three-dimensional micromechanical framework is proposed based on the micromechanics and continuum damage mechanics to predict the effective elastic-damage behaviors of this innovative pothole patching material under the splitting tension test (ASTM D6931). In this micromechanical model, irregular coarse aggregates are approximated and simulated by randomly allocated multi-layer-coated spherical particles in certain representative sizes. Fine aggregates, asphalt binder (PG64-10), cured DCPD (p-DCPD), and air voids are formulated into an isotropic elastic asphalt mastic matrix based on the multilevel homogenization approach. The theoretical micromechanical elastic-damage predictions are then systemically compared with properly designed laboratory experiments as well as three-dimensional finite elements numerical simulations for the innovative pothole patching materials.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Composite Material Mechanics · Rock Mechanics and Modeling · Numerical methods in engineering
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil and Environmental Engineering, University of California, Los Angeles, USA
The Boeing Company, Long Beach, USA
References (87)
Show source-provided references
1. Absi J, Tehrani FF, Courreges F, et al. (2016) Mechanical behavior of asphalt mixture based on X-ray computed tomography images and random generation of aggregates skeleton. In: 8th RILEM international conference on mechanisms of cracking and debonding in pavements . Dordrecht: Springer, pp. 687-694.10.1007/978-94-024-0867-6_96 ↗
2. 10.1016/j.ijengsci.2010.09.01610.1016/j.ijengsci.2010.09.016 ↗
3. 10.1177/105678950809754110.1177/1056789508097541 ↗
4. 10.1007/BF0058011010.1007/BF00580110 ↗
5. ASTM · 2012
6. ASTM ( · 2017
7. 10.1016/j.conbuildmat.2007.03.01010.1016/j.conbuildmat.2007.03.010 ↗
8. 10.1017/S002211207200243510.1017/S0022112072002435 ↗
9. 10.1017/978131658514610.1017/9781316585146 ↗
10. 10.1016/0167-6636(87)90005-610.1016/0167-6636(87)90005-6 ↗
11. 10.1029/RF003p020510.1029/RF003p0205 ↗
12. 10.1201/978143980248910.1201/9781439802489 ↗
13. 10.1016/0029-5493(81)90007-810.1016/0029-5493(81)90007-8 ↗
14. 10.1111/j.1460-2695.1988.tb01216.x10.1111/j.1460-2695.1988.tb01216.x ↗
15. 10.1016/j.engfracmech.2019.10649810.1016/j.engfracmech.2019.106498 ↗
16. 10.1016/0013-7944(87)90108-110.1016/0013-7944(87)90108-1 ↗
17. 10.1016/0022-5096(79)90032-210.1016/0022-5096(79)90032-2 ↗
18. 10.1016/j.conbuildmat.2010.06.06610.1016/j.conbuildmat.2010.06.066 ↗
19. 10.1002/nag.52010.1002/nag.520 ↗
20. 10.1098/rspa.1957.013310.1098/rspa.1957.0133 ↗
21. 10.1115/1.363644610.1115/1.3636446 ↗
22. 10.1016/0022-5096(65)90015-310.1016/0022-5096(65)90015-3 ↗
23. 10.1016/0016-0032(61)90032-110.1016/0016-0032(61)90032-1 ↗
24. 10.1016/0022-5096(63)90060-710.1016/0022-5096(63)90060-7 ↗
25. 10.1088/0370-1298/65/5/30710.1088/0370-1298/65/5/307 ↗
26. 10.1016/0022-5096(65)90010-410.1016/0022-5096(65)90010-4 ↗
27. 10.1061/(ASCE)0733-9399(1989)115:11(2507)10.1061/(ASCE)0733-9399(1989)115:11(2507) ↗
28. 10.1016/0020-7683(89)90015-210.1016/0020-7683(89)90015-2 ↗
29. 10.1061/(ASCE)0733-9399(1990)116:12(2764)10.1061/(ASCE)0733-9399(1990)116:12(2764) ↗
30. 10.1007/BF0118022210.1007/BF01180222 ↗
31. 10.1007/BF0118022110.1007/BF01180221 ↗
32. 10.1016/S0020-7683(00)00023-810.1016/S0020-7683(00)00023-8 ↗
33. 10.1177/105678950809241810.1177/1056789508092418 ↗
34. 10.1007/s00707-010-0337-210.1007/s00707-010-0337-2 ↗
35. 10.1007/s00707-010-0356-z10.1007/s00707-010-0356-z ↗
36. 10.1177/105678951140735910.1177/1056789511407359 ↗
37. 10.1177/105678951140736010.1177/1056789511407360 ↗
38. 10.1016/S0020-7683(97)00090-510.1016/S0020-7683(97)00090-5 ↗
39. 10.1016/S0020-7683(00)00270-510.1016/S0020-7683(00)00270-5 ↗
40. Kachanov LM · Izvestiia Akademii Nauk SSSR · 1958 · 8 · 26
41. 10.1023/A:101867102200810.1023/A:1018671022008 ↗
42. Kao WH, Carlson L, Yang JM, et al. (2016) Application of high toughness, low viscosity nano-molecular resin for reinforcing pothole patching materials in asphalt and concrete base pavement. U.S. Patent No. 9328024B2, 3 May.
43. 10.1177/105678951667630610.1177/1056789516676306 ↗
44. 10.1007/s00707-012-0696-y10.1007/s00707-012-0696-y ↗
45. 10.1007/s00707-012-0744-710.1007/s00707-012-0744-7 ↗
46. 10.1080/0360121830890742810.1080/03601218308907428 ↗
47. 10.1115/1.315773910.1115/1.3157739 ↗
48. Ladeveze P, Lemaitre J (1984) Damage effective stress in quasi-unilateral conditions. In: 16th International congress of theoretical and applied mechanics , Lyngby, Denmark, 19-25 August.
49. 10.1016/j.ijsolstr.2007.06.01910.1016/j.ijsolstr.2007.06.019 ↗
50. 10.1177/105678950707743910.1177/1056789507077439 ↗
51. 10.1115/1.322577510.1115/1.3225775 ↗
52. 10.1007/s00707-008-0114-710.1007/s00707-008-0114-7 ↗
53. 10.1177/10567895940030010210.1177/105678959400300102 ↗
54. 10.1016/0020-7683(89)90050-410.1016/0020-7683(89)90050-4 ↗
55. 10.1016/0013-7944(86)90036-610.1016/0013-7944(86)90036-6 ↗
56. 10.1016/0020-7225(77)90058-110.1016/0020-7225(77)90058-1 ↗
57. 10.1002/(SICI)1097-0207(19990910)46:1<131::AID-NME726>3.0.CO;2-J10.1002/(SICI)1097-0207(19990910)46:1<131::AID-NME726>3.0.CO;2-J ↗
58. 10.1016/0001-6160(73)90064-310.1016/0001-6160(73)90064-3 ↗
59. Murakami S, Ohno N (1981) A continuum theory of creep and creep damage. In: IUTAM symposium on creep in structures . Berlin, Heidelberg: Springer, pp. 422-444.10.1007/978-3-642-81598-0_28 ↗
60. 10.1016/0167-6636(85)90002-X10.1016/0167-6636(85)90002-X ↗
61. 10.1016/0020-7225(87)90125-X10.1016/0020-7225(87)90125-X ↗
62. 10.1177/105678951773759310.1177/1056789517737593 ↗
63. Pijaudier-Cabot G, Bazant ZP (1987) Nonlocal damage theory. Journal of Engineering Mechanics, ASCE , 113, pp. 1512-1533.10.1061/(ASCE)0733-9399(1987)113:10(1512) ↗
64. 10.1002/nme.536410.1002/nme.5364 ↗
65. Polanco-Loria M · Proceedings FRAMCOS · 1995 · 2 · 1027
66. 10.1177/105678951774766510.1177/1056789517747665 ↗
67. Rabotnov YN · Proceedings of the Institution of Mechanical Engineers · 1963 · 178
68. Reuss A · Journal of Applied Mathematics and Mechanics · 1929 · 9 · 49
69. 10.1046/j.1460-2695.2000.00267.x10.1046/j.1460-2695.2000.00267.x ↗
70. 10.1016/0020-7683(87)90084-910.1016/0020-7683(87)90084-9 ↗
71. 10.1016/0020-7683(87)90083-710.1016/0020-7683(87)90083-7 ↗
72. 10.1115/1.179469910.1115/1.1794699 ↗
73. 10.1016/0020-7683(81)90018-410.1016/0020-7683(81)90018-4 ↗
74. 10.1115/1.315762310.1115/1.3157623 ↗
75. Tehrani FF, Allou F, Absi J, et al. (2013) Investigation on mechanical properties of bituminous materials through 2D/3D finite element numerical simulations. In: Multi-Scale Modeling and Characterization of Infrastructure Materials . Springer, Dordrecht, pp. 79-87.10.1007/978-94-007-6878-9_6 ↗
76. 10.1017/jmech.2015.3610.1017/jmech.2015.36 ↗
77. 10.1002/andp.1889274120610.1002/andp.18892741206 ↗
78. 10.1093/qjmam/25.2.15310.1093/qjmam/25.2.153 ↗
79. 10.1061/(ASCE)MT.1943-5533.000003710.1061/(ASCE)MT.1943-5533.0000037 ↗
80. 10.1093/qjmam/29.2.16310.1093/qjmam/29.2.163 ↗
81. 10.1177/105678951665567110.1177/1056789516655671 ↗
82. 10.1177/105678951774442510.1177/1056789517744425 ↗
83. 10.1016/j.conbuildmat.2015.03.09910.1016/j.conbuildmat.2015.03.099 ↗
84. 10.1007/s00707-013-1066-010.1007/s00707-013-1066-0 ↗
85. Yuan KY, Yuan W, Ju JW, et al. (2013) Numerical predictions of viscoelastic properties and dynamic moduli of innovative pothole patching materials. In: SPIE 8694, nondestructive characterization for composite materials, aerospace engineering, civil infrastructure, and homeland security , San Diego, California, 11 April.10.1117/12.2009750 ↗
86. 10.1007/s11771-011-0963-410.1007/s11771-011-0963-4 ↗
87. 10.1177/105678951983155410.1177/1056789519831554 ↗