Correlations between Rail Defect Growth Data and Engineering Analyses, Part II: Field Tests
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

For very narrow results

When looking for a specific result

Best used for discovery & interchangable words

Recommended to be used in conjunction with other fields

Dates

to

Document Data
Library
People
Clear All
Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Correlations between Rail Defect Growth Data and Engineering Analyses, Part II: Field Tests

Filetype[PDF-287.44 KB]


English

Details:

  • Creators:
  • Corporate Creators:
  • Subject/TRT Terms:
  • Resource Type:
  • Geographical Coverage:
  • TRIS Online Accession Number:
    00969902
  • OCLC Number:
    297659856
  • Corporate Publisher:
  • NTL Classification:
    NTL-RAIL TRANSPORTATION-Rail Planning and Policy;NTL-RAIL TRANSPORTATION-Rail Safety;NTL-RAIL TRANSPORTATION-RAIL TRANSPORTATION;NTL-REFERENCES AND DIRECTORIES-Statistics;NTL-SAFETY AND SECURITY-Rail Safety;
  • Abstract:
    This report is the second in a three-part series describing the technical contributions of the Federal Railroad Administration and the Volpe National Transportation Systems Center to the UIC/WEC (International Union of Railways/World Executive Council) joint research project on Rail Defect Management. Specifically, this report describes engineering analyses that are used to examine the growth of internal rail defects that were tested under field conditions. The first report in this series describes similar engineering analyses that were conducted to examine the growth of internal rail defects tested under laboratory conditions. The third report discusses some applications of the rail defect modelling work. The defect growth data described in this report were generated by the Transportation Technology Center, Inc., at a Facility for Accelerated Service Testing in Pueblo, Colorado USA, and by Spoornet in South Africa. Moreover, correlations between the field test data and the results from the engineering fracture mechanics analyses are presented in this report. In general, the correlations between field test data and analysis are reasonable.
  • Format:
  • Collection(s):
  • Main Document Checksum:
  • Download URL:
  • File Type:

Supporting Files

  • No Additional Files
More +

Related Documents

You May Also Like

Checkout today's featured content at rosap.ntl.bts.gov