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...
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Gruppo Italiano Frattura
2014-09-01
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Online Access: | https://www.fracturae.com/index.php/fis/article/view/1338 |
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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.
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topic |
Test field. |
url |
https://www.fracturae.com/index.php/fis/article/view/1338 |
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