University of Hertfordshire

From the same journal

Transverse strength of railway tracks: Part 3. Multiple scenarios test field

Research output: Contribution to journalArticlepeer-review

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Transverse strength of railway tracks : Part 3. Multiple scenarios test field. / De Iorio, Antonio; Grasso, Marzio; Penta, Francesco; Pucillo, Giovanni Pio; Rosiello, Vincenzo; Lisi, Stefano; Rossi, Stefano; Testa, Mario.

In: Frattura ed Integrita Strutturale, Vol. 30, 01.10.2014, p. 593-601.

Research output: Contribution to journalArticlepeer-review

Harvard

De Iorio, A, Grasso, M, Penta, F, Pucillo, GP, Rosiello, V, Lisi, S, Rossi, S & Testa, M 2014, 'Transverse strength of railway tracks: Part 3. Multiple scenarios test field', Frattura ed Integrita Strutturale, vol. 30, pp. 593-601. https://doi.org/10.3221/IGF-ESIS.30.70

APA

De Iorio, A., Grasso, M., Penta, F., Pucillo, G. P., Rosiello, V., Lisi, S., Rossi, S., & Testa, M. (2014). Transverse strength of railway tracks: Part 3. Multiple scenarios test field. Frattura ed Integrita Strutturale, 30, 593-601. https://doi.org/10.3221/IGF-ESIS.30.70

Vancouver

Author

De Iorio, Antonio ; Grasso, Marzio ; Penta, Francesco ; Pucillo, Giovanni Pio ; Rosiello, Vincenzo ; Lisi, Stefano ; Rossi, Stefano ; Testa, Mario. / Transverse strength of railway tracks : Part 3. Multiple scenarios test field. In: Frattura ed Integrita Strutturale. 2014 ; Vol. 30. pp. 593-601.

Bibtex

@article{d7404ecf44064300907928bb4e21b2f8,
title = "Transverse strength of railway tracks: Part 3. Multiple scenarios test field",
abstract = "In the present paper the design and construction choices of a test field for the ballast lateral resistance measurement, in order to produce data useful for the development of a numerical model able to simulate the service critical conditions of a continuous welded rail track, are described. Some construction details described herein allow to better understand the methodological approach followed in the design of experiments, the tests management philosophy as well as of the accuracy achieved in their implementation.",
keywords = "Ballast resistance, CWR track, Full scale test, Railway scenarios simulation, Railway track, Test field, Track stability",
author = "{De Iorio}, Antonio and Marzio Grasso and Francesco Penta and Pucillo, {Giovanni Pio} and Vincenzo Rosiello and Stefano Lisi and Stefano Rossi and Mario Testa",
note = "{\textcopyright} Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the terms of the Creative Commons Attribution (CC BY 4.0) license, which permits others to distribute, remix, adapt and build upon this work, for commercial use, provided the original work is properly cited. See: https://creativecommons.org/licenses/by/4.0/",
year = "2014",
month = oct,
day = "1",
doi = "10.3221/IGF-ESIS.30.70",
language = "English",
volume = "30",
pages = "593--601",
journal = "Frattura ed Integrita Strutturale",
issn = "1971-8993",
publisher = "Gruppo Italiano Frattura",

}

RIS

TY - JOUR

T1 - Transverse strength of railway tracks

T2 - Part 3. Multiple scenarios test field

AU - De Iorio, Antonio

AU - Grasso, Marzio

AU - Penta, Francesco

AU - Pucillo, Giovanni Pio

AU - Rosiello, Vincenzo

AU - Lisi, Stefano

AU - Rossi, Stefano

AU - Testa, Mario

N1 - © Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the terms of the Creative Commons Attribution (CC BY 4.0) license, which permits others to distribute, remix, adapt and build upon this work, for commercial use, provided the original work is properly cited. See: https://creativecommons.org/licenses/by/4.0/

PY - 2014/10/1

Y1 - 2014/10/1

N2 - In the present paper the design and construction choices of a test field for the ballast lateral resistance measurement, in order to produce data useful for the development of a numerical model able to simulate the service critical conditions of a continuous welded rail track, are described. Some construction details described herein allow to better understand the methodological approach followed in the design of experiments, the tests management philosophy as well as of the accuracy achieved in their implementation.

AB - In the present paper the design and construction choices of a test field for the ballast lateral resistance measurement, in order to produce data useful for the development of a numerical model able to simulate the service critical conditions of a continuous welded rail track, are described. Some construction details described herein allow to better understand the methodological approach followed in the design of experiments, the tests management philosophy as well as of the accuracy achieved in their implementation.

KW - Ballast resistance

KW - CWR track

KW - Full scale test

KW - Railway scenarios simulation

KW - Railway track

KW - Test field

KW - Track stability

UR - http://www.scopus.com/inward/record.url?scp=84907970872&partnerID=8YFLogxK

U2 - 10.3221/IGF-ESIS.30.70

DO - 10.3221/IGF-ESIS.30.70

M3 - Article

AN - SCOPUS:84907970872

VL - 30

SP - 593

EP - 601

JO - Frattura ed Integrita Strutturale

JF - Frattura ed Integrita Strutturale

SN - 1971-8993

ER -