Results 41 to 50 of about 953 (221)
Fully three-dimensional analysis of high-speed traintracksoil-structure dynamic interaction [PDF]
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model, formulated in the time domain to predict vibrations due to train passage at the vehicle, the track and the free field, is presented.
Domínguez Abascal, José +2 more
core +1 more source
In the service period, the instability of ballastless track bed are mostly related to the damage of interlayers which are mainly resulted from the incompatible thermal deformation of interlayers.
Guotang Zhao, Lei Zhao, Yu Liu
doaj +1 more source
A multidimensional examination of performances of HSR (High-Speed Rail) systems [PDF]
This paper deals with a multidimensional examination of the infrastructural, technical/technological, operational, economic, social, and environmental performances of high-speed rail (HSR) systems, including their overview, analysis of some real-life ...
Milan Janić
core +1 more source
Dynamic Analysis of CRTS II Ballastless Track-Vehicle System Based on Moving Unit Method
On account of the influence of the discontinuity of CRTS II ballastless track slabs and the discrete support of track pads on the high-speed rail vehicle-ballastless track system, a vibration analysis calculation model of the ballastless track-vehicle ...
Tuo Lei +4 more
doaj +1 more source
Railway superstructure for high-speed rails [PDF]
The construction of the track is solved as a conventional (with track ballast) or as a ballastless track (without track ballast). When deciding on the choice of the most suitable track design for high-speed rail, it is necessary to emphasize that with ...
Kruntorád, Jan +2 more
core +1 more source
Transverse Oscillation of a Base Slab Section of Ballastless Track
The study is devoted to construction of a mathematical model of a slab of a ballastless base of a railway track, assembled from separate segments fastened together. Each rectangular segment is modeled by a transversely isotropic prestressed plate. An equation has been obtained that allows researchers to study the natural oscillation frequencies of a ...
B. D. Dzhanmuldaev +3 more
openaire +2 more sources
CRTS III (China Railway Track System III) slab ballastless track structure is one of the high-speed railway ballastless track structures which has Chinese independent intellectual property rights.
Zhiwu Yu, Ying Xie, Xiuquan Tian
doaj +1 more source
Estimating running safety factor of ballastless railway bridges using tail modelling [PDF]
Excessive vertical acceleration of ballastless railway bridges subjected to vibrations induced by passing trains is one of the governing design criteria for bridges in high-speed lines.
Allahvirdizadeh, Reza +2 more
core +2 more sources
Vertical Nonlinear Temperature Gradient and Temperature Load Mode of Ballastless Track in China
In the process of heat exchange with the external environment, the internal temperature of ballastless track structure presents a nonlinear distribution.
Bin Yan +3 more
doaj +1 more source
Study on the basic mechanical characteristics of CRTS III slab ballastless track [PDF]
In order to study on the basic mechanical characteristics of CRTS III type slab ballastless track structure, a product of independent research and development of China, we have established the spatial mechanical model of elastic and non-elastic cushion of CRTS III type slab ballastless track based on the large universal finite element software ANSYS ...
Dapeng Zeng +5 more
openaire +1 more source

