Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 30 (2014)

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

Author and affiliation details
  • Antonio De Iorio Corresponding author iacoviello@unicas.it
  • Francesco Penta
  • Giovanni Pio Pucillo
  • Vincenzo Rosiello
  • Stefano Lisi
  • Stefano Rossi
  • Mario Testa
DOI
10.3221/IGF-ESIS.30.70
Pages
pages 593-601
Published
Published inVol. 8, No. 30 (2014)Go to the issue

Abstract

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

De Iorio, A., Penta, F., Pucillo, G. P., Rosiello, V., Lisi, S., Rossi, S., & Testa, M. (2014). Transverse strength of railway tracks: part 3. Multiple scenarios test field. Fracture and Structural Integrity, 8(30), pages 593–601. https://doi.org/10.3221/IGF-ESIS.30.70

IEEE

A. De Iorio et al., “Transverse strength of railway tracks: part 3. Multiple scenarios test field,” Fracture and Structural Integrity, vol. 8, no. 30, pp. pages 593–601, 2014, doi: 10.3221/IGF-ESIS.30.70.

MLA

De Iorio, Antonio, et al. “Transverse strength of railway tracks: part 3. Multiple scenarios test field.” Fracture and Structural Integrity, vol. 8, no. 30, 2014, pp. pages 593–601. https://doi.org/10.3221/IGF-ESIS.30.70.

Chicago

De Iorio, Antonio, Francesco Penta, Giovanni Pio Pucillo, Vincenzo Rosiello, Stefano Lisi, Stefano Rossi, and Mario Testa. 2014. “Transverse strength of railway tracks: part 3. Multiple scenarios test field.” Fracture and Structural Integrity 8 (30): pages 593–601. https://doi.org/10.3221/IGF-ESIS.30.70.

Harvard

De Iorio, A., Penta, F., Pucillo, G.P., Rosiello, V., Lisi, S., Rossi, S. and Testa, M. (2014) ‘Transverse strength of railway tracks: part 3. Multiple scenarios test field’, Fracture and Structural Integrity, 8(30), pp. pages 593–601. doi: 10.3221/IGF-ESIS.30.70.

Vancouver

De Iorio A, Penta F, Pucillo GP, Rosiello V, Lisi S, Rossi S, et al. Transverse strength of railway tracks: part 3. Multiple scenarios test field. Fracture and Structural Integrity. 2014;8(30):pages 593-601. doi:10.3221/IGF-ESIS.30.70

BibTeX

@article{deiorio2014, author = {De Iorio, Antonio and Penta, Francesco and Pucillo, Giovanni Pio and Rosiello, Vincenzo and Lisi, Stefano and Rossi, Stefano and Testa, Mario}, title = {Transverse strength of railway tracks: part 3. Multiple scenarios test field}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {30}, pages = {pages 593--601}, doi = {10.3221/IGF-ESIS.30.70}, url = {https://doi.org/10.3221/IGF-ESIS.30.70}, issn = {1971-8993} }

RIS

TY - JOUR AU - De Iorio, Antonio AU - Penta, Francesco AU - Pucillo, Giovanni Pio AU - Rosiello, Vincenzo AU - Lisi, Stefano AU - Rossi, Stefano AU - Testa, Mario TI - Transverse strength of railway tracks: part 3. Multiple scenarios test field JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/09/10 VL - 8 IS - 30 SP - pages 593 EP - 601 DO - 10.3221/IGF-ESIS.30.70 UR - https://doi.org/10.3221/IGF-ESIS.30.70 SN - 1971-8993 ER -

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