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《Journal of Zhengzhou University(Engineering Science)》 2012-06
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Mechanical Behavior Analysis of Cable-Girder Anchorage Based on Two Kinds of Structure Form

GAO Xiao-ni1,HE Shuan-hai2,SONG Yi-fan2(1.Research Institute of Highway,Ministry of Transport,Beijing 100088,China;2.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang' an University,Xi'an 710064,China)  
According to the deficiency of numerical simulation analysis on segment selection in existing suspender anchorage zone and the characteristic of suspender anchorage zone structure in existing cable-stayed and self-anchored suspension combination bridge,8 shell element models analysis of two anchorage zone structures about four diffident anchor segment length were established.Stress distribution,displacement and buckling behavior of anchorage zone on the 8 models were compared.The comparison shows that,when the same anchorage structure form is adopted,the influences of anchor segment length on the stress distribution of anchorage zone are large;the variation of overall deflection in the anchorage zone tends to be stable with the segment length increase;the segment length section have significant effect on buckling behavior of anchor structure.No matter what kind of anchor construction set is adopted,the selection length of anchor segment is at least 2 times height of girder away from anchorage zone in order to reflect mechanical characteristics of anchor structure.The results can be used as a reference for numerical simulation and model tests of anchor structure.
【Fund】: 国家西部交通建设项目(2011318812970)
【CateGory Index】: U448.27
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