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Numerical Analysis of Dynamic Stress Response to Moving Load Using Infinite Element and Visco-elastic Boundary

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Abstract

Finite element method provides a competitive way to get access to dynamic stresses subjected to moving loads on the ground. To get reasonable prediction of dynamic stresses using numerical methods, it’s important to choose a proper boundary condition, which can minimize the influence caused by the reflection of the stress waves at the boundary. This paper presents three-dimensional simulations of moving loads of different velocities using two different boundary conditions, infinite element boundary (IEB) and visco-elastic boundary (VEB), based on commercial finite element code ABAQUS. The results show that maximum dynamic stresses are remarkably affected by the velocity of the moving loads. The maximums of dynamic stresses increase slowly with an increasing velocity at first and then rapidly grow when the moving velocity is closer to the Rayleigh wave speed. The comparison of predicted dynamic stresses using these two different boundary conditions and the analytical results shows that at a relative low velocity (less than 70% of the Rayleigh wave speed), both boundary conditions’ results match the numerical solutions well. As the velocity increases (over 70% of the Rayleigh wave speed), the numerical predictions deviate from the analytical results, however, the IEB gives better results because of the simplicity of its coefficients selection.

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References

  1. Eason, G. (1965). The stresses produced in a semi-infinite solid by a moving surface force. International Journal of Engineering Science, 2(6): 581–609.

    Google Scholar 

  2. Cai, Y.Q., Sun, H.L., Xu, C.J. (2007). Effect of rail rigidity on track-ground vibration due to a high-speed train. Chinese Journal of Geotechnical Engineering, 29(12): 1787–1793. (in Chinese).

    Google Scholar 

  3. Bian, X.C., Hu, T., Chen, Y.M. (2008). Stress path in soil element of ground under moving traffic loads. China Civil Engineering Journal, 41(11): 86–92. (in Chinese).

    Google Scholar 

  4. Connolly, D., Giannopoulos, A., Forde, M.C. (2013). Numerical modelling of ground borne vibrations from high speed rail lines on embankments. Soil Dynamics and Earthquake Engineering, 46: 13–19.

    Google Scholar 

  5. Kouroussis, G., Verlinden, O., Conti, C. (2009). Ground propagation of vibrations from railway vehicles using a finite/infinite-element model of the soil[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 223(4): 405–413.

    Google Scholar 

  6. Kouroussis, G., Van, P.L., Conti, C., et al. (2014). Using three-dimensional finite element analysis in time domain to model railway-induced ground vibrations. Advances in Engineering Software, 70: 63–76.

    Google Scholar 

  7. Lysmer, J., Kuhlemeyer, R.L. (1969). Finite dynamic model for infinite media. Journal of the Engineering Mechanics Division, 95(4): 859–878.

    Google Scholar 

  8. Deeks, A.J., Randolph, M.F. (1994). Axisymmetric time-domain transmitting boundaries. Journal of Engineering Mechanics, 120(1): 25–42.

    Google Scholar 

  9. Liu, J.B., Wang, Z.Y., Du, X.L., et al. (2005). Three-dimensional visco-elastic artificial boundaries in time domain for wave motion problems. Engineering Mechanics, 22(6): 46–51. (in Chinese).

    Google Scholar 

  10. Sommerfeld, A. (1964). Optics: Volume IV of lectures on theoretical physics.

    Google Scholar 

  11. Clayton, R.W., Engquist, B. (1980). Absorbing boundary conditions for wave-equation migration. Geophysics, 45(5): 895–904.

    Google Scholar 

  12. Gu, Y., Liu, J.B., Du, Y.X. (2007). 3D consistent viscous-spring artificial boundary and viscous-spring boundary element. Engineering Mechanics, 24(12): 31–37. (in Chinese).

    Google Scholar 

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Acknowledgements

The financial support from National Natural Science Foundation of China (No. 41272291, No. 51238009) is acknowledged and appreciated.

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Correspondence to Jiangu Qian .

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© 2018 Springer Nature Singapore Pte. Ltd. and Zhejiang University Press

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Qian, J., Zhang, J., Lin, Z. (2018). Numerical Analysis of Dynamic Stress Response to Moving Load Using Infinite Element and Visco-elastic Boundary. In: Bian, X., Chen, Y., Ye, X. (eds) Environmental Vibrations and Transportation Geodynamics. ISEV 2016. Springer, Singapore. https://doi.org/10.1007/978-981-10-4508-0_20

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  • DOI: https://doi.org/10.1007/978-981-10-4508-0_20

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-4507-3

  • Online ISBN: 978-981-10-4508-0

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