Abstract
A recently developed Flexible Track System Model integrated with a multibody dynamics software tool was used to simulate the dynamic interaction between a vehicle and two innovative slab track designs, comparing their performance with respect to conventional ballasted track. The design concepts are presented and the modelling assumptions are given. Simulations are then carried out to quantify, for example, the impact of ballasted track degraded state using the case of a hanging sleeper. In comparison, the benefit of the two innovative track designs is highlighted as they prevent this type of localised defect from occurring. The alternative track designs were also shown to be capable of carrying a vehicle safely and with less impact on the system over a localised weakened formation support, by simulating a washout event.
| Original language | English |
|---|---|
| Pages (from-to) | 175-193 |
| Number of pages | 19 |
| Journal | Vehicle System Dynamics |
| Volume | 48 |
| Issue number | Sup.1 |
| DOIs | |
| Publication status | Published - 2010 |
| Externally published | Yes |
Fingerprint
Cite this
}
The dynamic response of slab track constructions and their benefit with respect to conventional ballasted track. / Bezin, Y.; Farrington, D.; Penny, C.; Temple, B.; Iwnicki, S.
In: Vehicle System Dynamics, Vol. 48, No. Sup.1, 2010, p. 175-193.Research output: Contribution to journal › Article
TY - JOUR
T1 - The dynamic response of slab track constructions and their benefit with respect to conventional ballasted track
AU - Bezin, Y.
AU - Farrington, D.
AU - Penny, C.
AU - Temple, B.
AU - Iwnicki, S.
PY - 2010
Y1 - 2010
N2 - A recently developed Flexible Track System Model integrated with a multibody dynamics software tool was used to simulate the dynamic interaction between a vehicle and two innovative slab track designs, comparing their performance with respect to conventional ballasted track. The design concepts are presented and the modelling assumptions are given. Simulations are then carried out to quantify, for example, the impact of ballasted track degraded state using the case of a hanging sleeper. In comparison, the benefit of the two innovative track designs is highlighted as they prevent this type of localised defect from occurring. The alternative track designs were also shown to be capable of carrying a vehicle safely and with less impact on the system over a localised weakened formation support, by simulating a washout event.
AB - A recently developed Flexible Track System Model integrated with a multibody dynamics software tool was used to simulate the dynamic interaction between a vehicle and two innovative slab track designs, comparing their performance with respect to conventional ballasted track. The design concepts are presented and the modelling assumptions are given. Simulations are then carried out to quantify, for example, the impact of ballasted track degraded state using the case of a hanging sleeper. In comparison, the benefit of the two innovative track designs is highlighted as they prevent this type of localised defect from occurring. The alternative track designs were also shown to be capable of carrying a vehicle safely and with less impact on the system over a localised weakened formation support, by simulating a washout event.
KW - ballasted track
KW - flexible track
KW - hanging sleeper
KW - slab track
KW - track degradation
KW - weak spot
UR - http://www.scopus.com/inward/record.url?scp=77955298930&partnerID=8YFLogxK
UR - http://www.tandfonline.com/toc/nvsd20/current
U2 - 10.1080/00423111003693201
DO - 10.1080/00423111003693201
M3 - Article
AN - SCOPUS:77955298930
VL - 48
SP - 175
EP - 193
JO - Vehicle System Dynamics
JF - Vehicle System Dynamics
SN - 0042-3114
IS - Sup.1
ER -