Chapter
Jan 24, 2013
Experimental Study of Static Force on Cable-Girder Anchorage of Cable-Stayed Bridge
Authors: Dali Zhang [email protected], Qingfeng Gao [email protected], Baofeng Liu, Lin Xiao, and Xiaozhen LiAuthor Affiliations
Publication: ICLEM 2012: Logistics for Sustained Economic Development—Technology and Management for Efficiency
Abstract
The cable-girder anchorage zone of a cable-stayed bridge bears giant cable forces and has a complicated structure. The anchorage is the key of the structure design. By taking the static force tests of cable-girder anchorage of Wu Su Bridge of HeiXiaZi Island as the research object, the full scale model test of the cable-girder anchorage zone that is box-shaped was carried out. The key issues such as the design method of test model, load transfer path and stress distribution of main components are investigated through theoretical study and model testing. The result indicated that the weld of steel girder and box-shaped anchorage have a specific force translation, and the higher stress level on weld between the bearing slab and main girder web. The cable-girder anchorage has a well property and adequate safety reserve. However, the stress concentrations on some plates should be paid more attention in the design.
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© 2012 American Society of Civil Engineers.
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Published online: Jan 24, 2013
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Project Construction Headquarters of WUSU Bridge. E-mail: [email protected]
College of Civil Engineering, Southwest Jiaotong University, Chengdu City, Sichuan Province, China 610031. E-mail: [email protected]
Baofeng Liu
Project Construction Headquarters of WUSU Bridge
Lin Xiao
College of Civil Engineering, Southwest Jiaotong University, Chengdu City, Sichuan Province China 610031
Xiaozhen Li
College of Civil Engineering, Southwest Jiaotong University, Chengdu City, Sichuan Province, China 610031
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