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...
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| Main Authors: | , , , , , , , |
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| Format: | Article |
| Language: | English |
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Gruppo Italiano Frattura
2014-10-01
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| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_70.pdf |
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| _version_ | 1841562905292570624 |
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| author | Antonio De Iorio Marzio Grasso Francesco Penta Giovanni Pio Pucillo Vincenzo Rosiello Stefano Lisi Stefano Rossi Mario Testa |
| 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 |
| 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-283da627b5194973b5721480223d6b93 |
| institution | Kabale University |
| issn | 1971-8993 1971-8993 |
| language | English |
| publishDate | 2014-10-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-283da627b5194973b5721480223d6b932025-01-03T00:39:20ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89931971-89932014-10-0183059360110.3221/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 |
| 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 Fracture and Structural Integrity Ballast resistance Track stability Full scale test |
| 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 | Ballast resistance Track stability Full scale test |
| url | http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_70.pdf |
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