This article proposes a method of calculation for evaluating stresses and strains in the track structure. This condition is calculated by modelling the single elements composing the structure, considering the loads and the number of traffic repetitions, the characteristics of the materials, and the environmental conditions. The method can be used both in the design phase to optimize the choice of the materials to be used and in the operation phase to verify the real service life of the structure in the presence of substantial variations in the data presumed in the design phase. The method has been validated with the experimental data collected by R.F.I. The method has been applied to evaluate the service life of a track, considering the layer mechanical characteristics and the air temperatures.

This article proposes a method of calculation for evaluating stresses and strains in the track structure. This condition is calculated by modelling the single elements composing the structure, considering the loads and the number of traffic repetitions, the characteristics of the materials, and the environmental conditions. The method can be used both in the design phase to optimize the choice of the materials to be used and in the operation phase to verify the real service life of the structure in the presence of substantial variations in the data presumed in the design phase. The method has been validated with the experimental data collected by R.F.I. The method has been applied to evaluate the service life of a track, considering the layer mechanical characteristics and the air temperatures.

Visco-elastic modeling for railway track structure layers [Modellazione del comportamento visco-elastico degli strati della sede ferroviaria] / DI MASCIO, Paola; Loprencipe, Giuseppe; F., Maggioni. - In: INGEGNERIA FERROVIARIA. - ISSN 0020-0956. - STAMPA. - 69:3(2014), pp. 207-222.

Visco-elastic modeling for railway track structure layers [Modellazione del comportamento visco-elastico degli strati della sede ferroviaria]

DI MASCIO, Paola;LOPRENCIPE, Giuseppe;
2014

Abstract

This article proposes a method of calculation for evaluating stresses and strains in the track structure. This condition is calculated by modelling the single elements composing the structure, considering the loads and the number of traffic repetitions, the characteristics of the materials, and the environmental conditions. The method can be used both in the design phase to optimize the choice of the materials to be used and in the operation phase to verify the real service life of the structure in the presence of substantial variations in the data presumed in the design phase. The method has been validated with the experimental data collected by R.F.I. The method has been applied to evaluate the service life of a track, considering the layer mechanical characteristics and the air temperatures.
2014
This article proposes a method of calculation for evaluating stresses and strains in the track structure. This condition is calculated by modelling the single elements composing the structure, considering the loads and the number of traffic repetitions, the characteristics of the materials, and the environmental conditions. The method can be used both in the design phase to optimize the choice of the materials to be used and in the operation phase to verify the real service life of the structure in the presence of substantial variations in the data presumed in the design phase. The method has been validated with the experimental data collected by R.F.I. The method has been applied to evaluate the service life of a track, considering the layer mechanical characteristics and the air temperatures.
01 Pubblicazione su rivista::01a Articolo in rivista
Visco-elastic modeling for railway track structure layers [Modellazione del comportamento visco-elastico degli strati della sede ferroviaria] / DI MASCIO, Paola; Loprencipe, Giuseppe; F., Maggioni. - In: INGEGNERIA FERROVIARIA. - ISSN 0020-0956. - STAMPA. - 69:3(2014), pp. 207-222.
File allegati a questo prodotto
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/549381
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 12
  • ???jsp.display-item.citation.isi??? ND
social impact