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《Journal of Chongqing Jiaotong University(Natural Science)》 2014-03
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Comparison of Concrete Cable-Pylon Anchorage Models of Long-Span Cable-Stayed Bridges

Ye Huawen;Xu Xun;Li Cuijuan;Qiang Shizhong;School of Civil Engineering,Southwest Jiaotong University;  
Aiming at two typical categories of cable-pylon anchorage structure( hoop pre-stressing model and steel-concrete composite structure),the transfer mechanism,stress distribution and horizontal cable-load distribution of three typical cable-pylon anchorages were contrasted in detail,with the consideration of relative full-scale model test. And each stress point and some measurements to improve the stress distribution were summarized. Load-carrying efficiency was presented as an estimation index. The results show that both hoops pre-stressing model and steel-concrete composite structure can be applied to long-span bridges,and the hoop pre-stressing anchorage evidently performs better.
【Fund】: 国家自然科学基金项目(51208430)
【CateGory Index】: U443.38;U448.27
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