Effect of PC Steel Bar's Failure on the Stress Distribution in Track Plate

According to the research of PC steel bar in the track plate of CRTS I ballastless slab track and the analysis of the effect of transverse and longitudinal PC steel bars' fracture with different quantity and in different location, the authors get the variation regularities of pre-stress distribution, which lay the foundation of the study of its effect on slabs' carrying capacity.

• Record URL:
  • https://doi.org/10.1061/9780784413159.231
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784413159
• Supplemental Notes:
  • © 2013 American Society of Civil Engineers.
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Xu, Guangxin
  • Dai, Feng
  • Liu, Kefei
  • Huang, Heshan
  • Liu, Xueyi
• Conference:
  • Fourth International Conference on Transportation Engineering
  • Location: Chengdu , China
  • Date: 2013-10-19 to 2013-10-20
• Publication Date: 2013-10

Language

• English

Media Info

• Media Type: Web
• Features: References;
• Monograph Title: ICTE 2013: Safety, Speediness, Intelligence, Low-Carbon, Innovation

Subject/Index Terms

• TRT Terms: Ballastless track; Bearing capacity; Deformation curve; Fracture mechanics; Railroad tracks; Slabs
• Subject Areas: Maintenance and Preservation; Railroads; I60: Maintenance;

Filing Info

• Accession Number: 01519229
• Record Type: Publication
• ISBN: 9780784413159
• Files: TRIS, ASCE
• Created Date: Mar 24 2014 12:02PM