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《Journal of Southeast University(Natural Science Edition)》 2007-02
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Design optimization of fatigue test model for the cable-girder anchorage zone of steel cable-stayed bridges

Man Honggao Li Qiao Zhang Yuzhi(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)  
To avoid the first break of the accessorial structure in fatigue model test for the cable-girder anchorage zone of steel cable-stayed bridges,based on a few former fatigue test designs,a multi-objective optimum structural model which takes into account various factors affecting the fatigue life is established.This model design takes the static strength,displacement,fatigue and fracture performance as its fuzzy constraint conditions.The structural weight,fatigue and fracture lives are taken as the objectives of this design.A full scale static and fatigue model test of the cable-girder anchorage zone of Suzhou-Nantong Yangtze River Bridge was carried out.The results of model test verify the correctness of its design.The fatigue model of the anchorage system is not destroyed under 4 millions cyclic loads,and the amount of steel used for the model test is reduced.The methods such as hot spot stresses control in this model design are practical.
【CateGory Index】: U446.1
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