Spectral element method for dynamic response of transversely isotropic asphalt pavement under impact load
Source abstract
Abstract
In this paper, the solution for mechanical response of transversely isotropic elastic layered asphalt pavement subjected to impact load is investigated using an extended spectral element method. Details of the mathematical derivation and implementation of newly developed axi-symmetric and half-space spectral elements are presented. By comparing the results of transversely isotropic solution reducing to isotropic solution with existing exact results and the results of transversely isotropic problem with these obtained from the finite-element method, the accuracy of the proposed numerical solution is confirmed. Besides, numerical analyses are also employed to investigate the influences of the character of transverse isotropy of pavement materials on the dynamic response.
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Research context
OpenAlex topics: Geotechnical Engineering and Underground Structures · Numerical methods in engineering · Asphalt Pavement Performance Evaluation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
College of Civil Engineering, Hunan University, Changsha 410082 Hunan, People's Republic of China
Funding
National Natural Science Foundation of China
References (35)
Show source-provided references
1. 10.3141/1757-1010.3141/1757-10 ↗
2. 10.1016/j.compgeo.2010.11.01110.1016/j.compgeo.2010.11.011 ↗
3. 10.1016/S0020-7683(00)00112-810.1016/S0020-7683(00)00112-8 ↗
4. 10.3923/ajaps.2009.197.21010.3923/ajaps.2009.197.210 ↗
5. Brigham E. O. · 1988
6. 10.1093/qjmam/14.3.29310.1093/qjmam/14.3.293 ↗
7. Ding H. · 2006 · 126
8. 10.1007/978-1-4612-1832-610.1007/978-1-4612-1832-6 ↗
9. 10.1016/0031-9201(89)90252-510.1016/0031-9201(89)90252-5 ↗
10. Hu H. · Chinese Journal of Physics · 1953 · 9 · 130
11. Hu H. · Scientia Sinica · 1954 · 3 · 463
12. 10.1016/j.ijengsci.2008.01.00710.1016/j.ijengsci.2008.01.007 ↗
13. 10.1016/j.ijsolstr.2011.01.02010.1016/j.ijsolstr.2011.01.020 ↗
14. 10.1016/j.ijsolstr.2008.04.02410.1016/j.ijsolstr.2008.04.024 ↗
15. 10.1061/(ASCE)0733-9399(2008)134:9(777)10.1061/(ASCE)0733-9399(2008)134:9(777) ↗
16. 10.1080/10298436.2013.78240110.1080/10298436.2013.782401 ↗
17. Lekhnitskii S. G. · 1963
18. 10.1016/j.mechmat.2005.06.00310.1016/j.mechmat.2005.06.003 ↗
19. 10.1061/(ASCE)0733-947X(2006)132:4(342)10.1061/(ASCE)0733-947X(2006)132:4(342) ↗
20. 10.1061/(ASCE)0733-947X(2006)132:6(458)10.1061/(ASCE)0733-947X(2006)132:6(458) ↗
21. 10.1016/S0955-7997(00)00066-710.1016/S0955-7997(00)00066-7 ↗
22. 10.1061/(ASCE)0733-947X(2004)130:3(387)10.1061/(ASCE)0733-947X(2004)130:3(387) ↗
23. 10.1061/(ASCE)0733-9399(2007)133:10(1134)10.1061/(ASCE)0733-9399(2007)133:10(1134) ↗
24. 10.1016/j.ijengsci.2006.11.00110.1016/j.ijengsci.2006.11.001 ↗
25. 10.1016/0031-9201(86)90029-410.1016/0031-9201(86)90029-4 ↗
26. Sneddon I. N. · 1972
27. 10.3141/1837-0510.3141/1837-05 ↗
28. 10.1016/S0020-7683(02)00370-010.1016/S0020-7683(02)00370-0 ↗
29. 10.1061/(ASCE)1532-3641(2006)6:1(1)10.1061/(ASCE)1532-3641(2006)6:1(1) ↗
30. 10.1016/S1365-1609(03)00058-310.1016/S1365-1609(03)00058-3 ↗
31. 10.1061/(ASCE)0899-1561(2005)17:5(535)10.1061/(ASCE)0899-1561(2005)17:5(535) ↗
32. 10.1080/10298436.2014.99318710.1080/10298436.2014.993187 ↗
33. 10.1016/j.enganabound.2004.03.00410.1016/j.enganabound.2004.03.004 ↗
34. 10.1016/j.compgeo.2015.11.00410.1016/j.compgeo.2015.11.004 ↗
35. 10.1016/S0020-7683(00)00163-310.1016/S0020-7683(00)00163-3 ↗