Study on Fatigue Behavior of Anchorage of Cable and Girder of Long Span Cable-Stayed Bridge |
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| Authors: | Liu Qingkuan QIANG Shizhong Zhang Qiang |
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| Institution: | 1. Structural Monitoring and Centnl Institute,Shijiazhuang Rialway Institure,
2. School of Civil Engineering, Southwest Jiaotong University, |
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| Abstract: | A full scale model test is done and a FEM model is established toinvestigate the fatigue behavior of the Nancha cable-stayed bridge of the Nanjing Second Yangtz River Bridge, a long span steel bridge with a main span of 628 m. The results of test and FEM are analyzed and compared. It is shown that they are in good agreement. It is verified that the fatigue characteristic of the anchorage structure of cable and girder of the bridge satisfies the requirements specified by Chinese, British and American codes. |
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