Standard

MODELLING THE HIGH-SPEED TRAIN INDUCED DYNAMIC RESPONSE OF RAILWAY EMBANKMENT. / Bratov, Vladimir; Petrov, Yuri; Semenov, Boris; Darienko, Irina.

In: ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ, Vol. 22, No. 1, 2015, p. 69-77.

Research output: Contribution to journalArticlepeer-review

Harvard

APA

Vancouver

Bratov V, Petrov Y, Semenov B, Darienko I. MODELLING THE HIGH-SPEED TRAIN INDUCED DYNAMIC RESPONSE OF RAILWAY EMBANKMENT. ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ. 2015;22(1):69-77.

Author

Bratov, Vladimir ; Petrov, Yuri ; Semenov, Boris ; Darienko, Irina. / MODELLING THE HIGH-SPEED TRAIN INDUCED DYNAMIC RESPONSE OF RAILWAY EMBANKMENT. In: ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ. 2015 ; Vol. 22, No. 1. pp. 69-77.

BibTeX

@article{e2512f49c27c43929dcf2c32af1460a6,
title = "MODELLING THE HIGH-SPEED TRAIN INDUCED DYNAMIC RESPONSE OF RAILWAY EMBANKMENT",
abstract = "FEM model (2D and 3D) to simulate dynamic deformations of railroad embankment and underlying soil is presented. Numerical modeling is performed for the railway embankment geometry used in Russian Federation. Loading conditions were corresponding to forces created by SAPSAN (Siemens Velaro RUS) high-speed train and TGV train. Since there was no possibility to experimentally measure displacements and accelerations inside ballast layer induced by SAPSAN train, the numerical model was validated using experimentally measured displacements and accelerations exited inside the railway embankment by cargo train traveling at several different speeds (20-120 km/h). The validated model was used in order to predict displacements and accelerations induced in the ballast layer by high-speed moving (50-315 km/h) SAPSAN train.",
keywords = "railroad embankment, dynamic deformations, FEM modelling",
author = "Vladimir Bratov and Yuri Petrov and Boris Semenov and Irina Darienko",
year = "2015",
language = "Английский",
volume = "22",
pages = "69--77",
journal = "ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ",
issn = "1605-8119",
publisher = "Институт проблем машиноведения РАН",
number = "1",

}

RIS

TY - JOUR

T1 - MODELLING THE HIGH-SPEED TRAIN INDUCED DYNAMIC RESPONSE OF RAILWAY EMBANKMENT

AU - Bratov, Vladimir

AU - Petrov, Yuri

AU - Semenov, Boris

AU - Darienko, Irina

PY - 2015

Y1 - 2015

N2 - FEM model (2D and 3D) to simulate dynamic deformations of railroad embankment and underlying soil is presented. Numerical modeling is performed for the railway embankment geometry used in Russian Federation. Loading conditions were corresponding to forces created by SAPSAN (Siemens Velaro RUS) high-speed train and TGV train. Since there was no possibility to experimentally measure displacements and accelerations inside ballast layer induced by SAPSAN train, the numerical model was validated using experimentally measured displacements and accelerations exited inside the railway embankment by cargo train traveling at several different speeds (20-120 km/h). The validated model was used in order to predict displacements and accelerations induced in the ballast layer by high-speed moving (50-315 km/h) SAPSAN train.

AB - FEM model (2D and 3D) to simulate dynamic deformations of railroad embankment and underlying soil is presented. Numerical modeling is performed for the railway embankment geometry used in Russian Federation. Loading conditions were corresponding to forces created by SAPSAN (Siemens Velaro RUS) high-speed train and TGV train. Since there was no possibility to experimentally measure displacements and accelerations inside ballast layer induced by SAPSAN train, the numerical model was validated using experimentally measured displacements and accelerations exited inside the railway embankment by cargo train traveling at several different speeds (20-120 km/h). The validated model was used in order to predict displacements and accelerations induced in the ballast layer by high-speed moving (50-315 km/h) SAPSAN train.

KW - railroad embankment

KW - dynamic deformations

KW - FEM modelling

M3 - статья

VL - 22

SP - 69

EP - 77

JO - ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ

JF - ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ

SN - 1605-8119

IS - 1

ER -

ID: 5772075