A vehicle-track-soil dynamic interaction problem in sequential and parallel formulation
International Journal of Applied Mathematics and Computer Science (2010)
- Volume: 20, Issue: 2, page 295-303
- ISSN: 1641-876X
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topJanusz Kogut, and Henryk Ciurej. "A vehicle-track-soil dynamic interaction problem in sequential and parallel formulation." International Journal of Applied Mathematics and Computer Science 20.2 (2010): 295-303. <http://eudml.org/doc/207988>.
@article{JanuszKogut2010,
abstract = {Some problems regarding numerical modeling of predicted vibrations excited by railway traffic are discussed. Model formulation in the field of structural mechanics comprises a vehicle, a track (often in a tunnel) and soil. Time consuming computations are needed to update large matrices at every discrete step. At first, a sequential Matlab code is generated. Later on, the formulation is modified to use grid computing, thereby a significant reduction in computational time is expected.},
author = {Janusz Kogut, Henryk Ciurej},
journal = {International Journal of Applied Mathematics and Computer Science},
keywords = {numerical modeling; identification; vibrations prediction},
language = {eng},
number = {2},
pages = {295-303},
title = {A vehicle-track-soil dynamic interaction problem in sequential and parallel formulation},
url = {http://eudml.org/doc/207988},
volume = {20},
year = {2010},
}
TY - JOUR
AU - Janusz Kogut
AU - Henryk Ciurej
TI - A vehicle-track-soil dynamic interaction problem in sequential and parallel formulation
JO - International Journal of Applied Mathematics and Computer Science
PY - 2010
VL - 20
IS - 2
SP - 295
EP - 303
AB - Some problems regarding numerical modeling of predicted vibrations excited by railway traffic are discussed. Model formulation in the field of structural mechanics comprises a vehicle, a track (often in a tunnel) and soil. Time consuming computations are needed to update large matrices at every discrete step. At first, a sequential Matlab code is generated. Later on, the formulation is modified to use grid computing, thereby a significant reduction in computational time is expected.
LA - eng
KW - numerical modeling; identification; vibrations prediction
UR - http://eudml.org/doc/207988
ER -
References
top- Cox, S. and Wang, A. (2003). Effect of track stiffness on vibration levels in railway tunnels, Journal of Sound and Vibration 267(3): 565-573.
- Gupta, S., Hussein, M., Degrande, G., Hunt, H. and Clouteau, D. (2007). A comparison of two numerical models for the prediction of vibrations from underground railway traffic, Soil Dynamics and Earthquake Engineering 27(7): 608-624.
- Kogut, J. and Ciurej, H. (2005a). Numerical modelling of the train-track axle forces, Mechanika 222(65): 209-218.
- Kogut, J. and Ciurej, H. (2005b). The numerical study of the dynamic train axle forces induced on an uneven railway track, Czasopismo Techniczne 102(12-B): 35-49.
- Kogut, J. and Ciurej, H. (2006). A numerical modelling and an identification of the parameters of the tramway bogie, in T. Uhl (Ed.), Selected Problems of Modal Analysis of Mechnical Constructions, Institute for Sustainable Technologies-National Research Institute, Cracow, pp. 156-164.
- Kogut, J. and Ciurej, H. (2008). A numerical model formulation for underground railway vibration prediction, Mechanika 258(74): 143-154.
- Steenbergen, M. (2008). Quantification of dynamic wheel-rail contact forces at short rail irregularities and application to measured rail welds, Journal of Sound and Vibration 312(4-5): 606-629.
- Van den Broeck, P. (2001). A prediction model for ground-borne vibrations due to railway traffic, Ph.D. thesis, Department of Civil Engineering, KU Leuven, Leuven.
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