Abstract
In relation to the development of a Rolling Wheel Deflectometer (RWD), which is a non-destructive testing device for measuring pavement deflections, a finite element model for obtaining the soil/pavement response is developed. Absorbing boundary conditions are necessary in order to prevent reflections of the waves propagating through the soil due to the dynamic loading. The Perfectly Matched Layer (PML) has proven to be highly efficient when solving transient wave propagation problems in a fixed mesh. However, since the RWD is operating at traffic speeds, the load is moving with high speed and a formulation in a moving mesh is therefore more convenient. In this paper, a formulation of the PML is developed in the moving frame of reference. Numerical results are presented for a single layer and a double layer half space, respectively, subjected to a moving load of different velocities.
Original language | English |
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Title of host publication | Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering |
Number of pages | 10 |
Publication date | 2013 |
Publication status | Published - 2013 |
Event | 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering - Kos Island, Greece Duration: 12 Jun 2013 → 14 Jun 2013 http://www.compdyn2013.org/ |
Conference
Conference | 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering |
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Country/Territory | Greece |
City | Kos Island |
Period | 12/06/2013 → 14/06/2013 |
Internet address |
Keywords
- Absorbing boundaries
- PML
- Finite element
- Moving load
- Wave propagation