Flexural performance of combined pre-stressed TSC pile
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    Combined pre-stressed precast thin-wall steel and spun concrete composite pile (combined pre-stressed TSC pile) acts a new form with constant section based on the PHC pile.A range of the pile along the top side is covered by the steel pipe.This product owns a good prospect for the engineering application for its lower cost and advantages of TSC pile form.Bending tests are carried out to further research on its flexural performance when the product occupies only a small market share with unclear structural performance.The ultimate bending moment,deflection distribution and other responses of TSC pile and combined TSC pile are obtained through bending tests.Comparative analysis is done to provide evidence for the engineering application of the combined pre-stressed TSC pile by the test results.

    Reference
    Related
    Cited by
Get Citation

张 洁,王其标,叶喆宏,姜平平.组合式预应力TSC桩的抗弯性能研究[J].水运工程,2015,(10):168-172

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: October 16,2015
  • Published:
Article QR Code