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

Abstract:

Article Preview

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.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

1866-1870

DOI:

10.4028/www.scientific.net/AMR.243-249.1866

Citation:

H. Y. Tang and S. P. Meng, "Experimental Study on Full-Scale Segment Model of Huaian Cable-Stayed Bridge Pylon", Advanced Materials Research, Vols. 243-249, pp. 1866-1870, 2011

Online since:

May 2011

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.