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 co...
Saved in:
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2014-09-01
|
| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/1338 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1841562298491076608 |
|---|---|
| author | Antonio De Iorio Francesco Penta Giovanni Pio Pucillo Vincenzo Rosiello Stefano Lisi Stefano Rossi Mario Testa |
| author_facet | Antonio De Iorio Francesco Penta Giovanni Pio Pucillo Vincenzo Rosiello Stefano Lisi Stefano Rossi Mario Testa |
| author_sort | Antonio De Iorio |
| collection | DOAJ |
| 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. |
| format | Article |
| id | doaj-art-2d1b74f2b1d1494fa3e808da56c54c63 |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2014-09-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-2d1b74f2b1d1494fa3e808da56c54c632025-01-03T01:03:09ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932014-09-01830Transverse strength of railway tracks: part 3. Multiple scenarios test fieldAntonio De IorioFrancesco PentaGiovanni Pio PucilloVincenzo RosielloStefano LisiStefano RossiMario TestaIn 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. |
| 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 Fracture and Structural Integrity Test field. |
| title | 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_short | Transverse strength of railway tracks: part 3. Multiple scenarios test field |
| title_sort | transverse strength of railway tracks part 3 multiple scenarios test field |
| 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 |