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

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

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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...

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Main Authors: Antonio De Iorio, Marzio Grasso, Francesco Penta, Giovanni Pio Pucillo, Vincenzo Rosiello, Stefano Lisi, Stefano Rossi, Mario Testa
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2014-10-01
Series:Frattura ed Integrità Strutturale
Subjects:
Ballast resistance
Track stability
Full scale test
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_70.pdf
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spelling doaj-283da627b5194973b5721480223d6b932020-11-24T23:10:36ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89931971-89932014-10-0183059360110.3221/IGF-ESIS.30.70Transverse strength of railway tracks: part 3. Multiple scenarios test fieldAntonio De Iorio0Marzio Grasso1Francesco Penta2Giovanni Pio Pucillo3Vincenzo Rosiello4Stefano Lisi5Stefano Rossi6Mario Testa7Polytechnic School of Basic Sciences, Federico II University, Naples, ItalyDII - Department of Industrial Engineering, Federico II University, Naples, ItalyDII - Department of Industrial Engineering, Federico II University, Naples, ItalyDII - Department of Industrial Engineering, Federico II University, Naples, ItalyDII - Department of Industrial Engineering, Federico II University, Naples, ItalyRFI - Italian State Railways, Rome, ItalyRFI - Italian State Railways, Rome, ItalyRFI - Italian State Railways, Rome, ItalyIn 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.http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_70.pdfBallast resistanceTrack stabilityFull scale test
collection DOAJ
language English
format Article
sources DOAJ
author Antonio De Iorio
Marzio Grasso
Francesco Penta
Giovanni Pio Pucillo
Vincenzo Rosiello
Stefano Lisi
Stefano Rossi
Mario Testa
spellingShingle Antonio De Iorio
Marzio Grasso
Francesco Penta
Giovanni Pio Pucillo
Vincenzo Rosiello
Stefano Lisi
Stefano Rossi
Mario Testa
Transverse strength of railway tracks: part 3. Multiple scenarios test field
Frattura ed Integrità Strutturale
Ballast resistance
Track stability
Full scale test
author_facet Antonio De Iorio
Marzio Grasso
Francesco Penta
Giovanni Pio Pucillo
Vincenzo Rosiello
Stefano Lisi
Stefano Rossi
Mario Testa
author_sort Antonio De Iorio
title Transverse strength of railway tracks: part 3. Multiple scenarios test field
title_short Transverse strength of railway tracks: part 3. Multiple scenarios test field
title_full Transverse strength of railway tracks: part 3. Multiple scenarios test field
title_fullStr Transverse strength of railway tracks: part 3. Multiple scenarios test field
title_full_unstemmed Transverse strength of railway tracks: part 3. Multiple scenarios test field
title_sort transverse strength of railway tracks: part 3. multiple scenarios test field
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
1971-8993
publishDate 2014-10-01
description 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.
topic Ballast resistance
Track stability
Full scale test
url http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_70.pdf
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AT marziograsso transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT francescopenta transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT giovannipiopucillo transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT vincenzorosiello transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT stefanolisi transversestrengthofrailwaytrackspart3multiplescenariostestfield
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AT mariotesta transversestrengthofrailwaytrackspart3multiplescenariostestfield
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