Affiliation:
1. Southwest Jiaotong University
2. Harbin Institute of Technology
Abstract
To analyze the dynamic response of the pavement structure under moving vehicle loading is always a hot point in pavement engineering. In this paper, the moving vehicle has been simplified as spring-dashpot components and the pavement structure has also been discrete using three-dimension finite element model. Based on Newton iteration and central difference integration algorithm, the static and dynamic coupling reactions between pavement structure and vehicle have also been considered using finite element platform ABAQUS. The numerical results and analytic results can fit very well in static analysis, meanwhile the numerical results and experiment results can fit very well in dynamic analysis. Based on preceding verified numerical model, a few interesting phenomenon have been discovered. The pavement dynamic vertical displacement in upper layer is much higher than the situation in static analysis, because the vertical displacement is superimposed during the dynamic response analysis. Furthermore the vertical fluctuation of the vehicle's bar center exists even the vehicle moving in the initial even pavement, and the inertial forces is the most important reason to induce this behavior. In the last, this paper has proposed a more accurate, fast and concrete evidence to explain the reason that the dynamic response has obvious relationship with the diseases in pavement layer.
Publisher
Trans Tech Publications, Ltd.
Reference14 articles.
1. J.D. Cole, J.H. Huth. Stresses produced of poroelastic layers to moving loads. Journal of Application Mechanics, 1958, 25(12): 433-436.
2. M.L. Baron, H.H. Bleich, J.P. Wright. Ground shock due to Raleigh waves from sonic bombs. Journal of Engineering Mechanics, ASCE, 1967, 93(5): 137-162.
3. Bruke, Kingsburs. Three-dimensional analysis of traffic-induced ground vibration. Journal of Geotechnical Engineering, ASCE, 1991, 117 (8): 1413-1434.
4. D.V. Jones, M. Petyt. Ground vibration in the vicinity of Rectangular load on half-space. Journal of Sound and Vibration, 1993, 166(1): 141-159.
5. D.V. Jones, M. Petyt. Ground vibration due to a rectangular harmonic load. Journal of Sound and Vibration, 1998, 212(1): 61-74.
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献