Experimental Study on Full-Scale Segment Model of Huaian Cable-Stayed Bridge Pylon
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.
Chaohe Chen, Yong Huang and Guangfan Li
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