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《Journal of Highway and Transportation Research and Development》 2007-01
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Experimental and Theoretical Analysis of Full Size Model of Anchorage Zone Segment of Cable Stayed Bridge Tower

MA Jun~1,CHEN Yan-jiang~(1,2),SHENG Hong-fei~1,SUN Hang~1(1.School of Communication Science and Engineering,Harbin Institute of Technology,Heilongjiang Harbin 150090,China;2.Beijing University of Technology,Beijing 100022,China)  
By means of model experiment on a full size model of anchorage zone section which was based on some cable stayed bridge tower,the evaluation of the anchorage zone of bridge tower's operating capability and safety was brought forward,the force transporting device made by I iron was used in the experiment to convert inclined loads to horizontal loads and its effectivenss was good.According to the results,the FEM model was built to analyze the stress field in anchorage zone of bridge tower.Some suggestions about constitution and design were given to guide the construction.
【CateGory Index】: U443.38
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