Experimental Study on Full-Scale Segment Model of Huaian Cable-Stayed Bridge Pylon

Abstract:

Through experiment study on full scale segmental model of Huaian bridge pylon, the stress distribution in the segmental model under the U shaped tendons and the horizontal load was measured. At the same time, the critical cracking load and the coefficient cracking safety class of the anchorage zone were obtained. At last, the theoretical analysis was compared with the experimental results, the theory agreed with the experiment well.

• Periodical: Advanced Materials Research (Volumes 243-249)
• Pages: 1866-1870
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.243-249.1866
• Online since: May 2011
• Authors: Hong Yuan Tang, Shao Ping Meng
• Keywords: Bridge Pylon, Cable-Stayed Bridge, Full-Scale Model Test

References

[1] Hong-yuan Tang, Shao-ping Meng, Zhao Liu: Bridge Construction: 3(2005), pp.18-32. (In Chinese)

[2] Hong-yuan Tang, Shao-ping Meng, Zhao Liu: Journal of Highway and Transportation Research and Development: 1(2006), pp.56-59. (In Chinese)

[3] Xing-hua Li, etc: China Railway Science: 5(2001), pp.103-106. (In Chinese)

[4] Kim H. S., and Cho S.H: Computers & Structures, 82, (2004), pp.1143-1152.