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

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 c...

Full description

Bibliographic Details
Main Authors: Antonio De Iorio, Francesco Penta, Giovanni Pio Pucillo, Vincenzo Rosiello, Stefano Lisi, Stefano Rossi, Mario Testa
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2014-09-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/1338
id doaj-2d1b74f2b1d1494fa3e808da56c54c63
record_format Article
spelling doaj-2d1b74f2b1d1494fa3e808da56c54c632021-01-27T17:17:19ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932014-09-01830Transverse strength of railway tracks: part 3. Multiple scenarios test fieldAntonio De IorioFrancesco PentaGiovanni Pio PucilloVincenzo RosielloStefano LisiStefano RossiMario Testa 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. https://www.fracturae.com/index.php/fis/article/view/1338Test field.
collection DOAJ
language English
format Article
sources DOAJ
author Antonio De Iorio
Francesco Penta
Giovanni Pio Pucillo
Vincenzo Rosiello
Stefano Lisi
Stefano Rossi
Mario Testa
spellingShingle Antonio De Iorio
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
Test field.
author_facet Antonio De Iorio
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
publishDate 2014-09-01
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 Test field.
url https://www.fracturae.com/index.php/fis/article/view/1338
work_keys_str_mv AT antoniodeiorio transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT francescopenta transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT giovannipiopucillo transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT vincenzorosiello transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT stefanolisi transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT stefanorossi transversestrengthofrailwaytrackspart3multiplescenariostestfield
AT mariotesta transversestrengthofrailwaytrackspart3multiplescenariostestfield
_version_ 1724320544847822848