厦漳大桥索梁锚固结构承载力试验研究

对厦漳大桥的索梁锚固结构1∶1足尺模型进行有限元分析及静载试验,分析和研究了索梁锚固区关键部位在静力荷载作用下的力学性能,并对该部位设计的正确性和制造工艺的可行性进行验证。

This paper presents tbe static and bearing test researrch and the finite elemem analysis with adopting the full size model on tbe cable anchorage zone of the main girder of the Xiamen - Zhangzbou Bridge. ccording to test result. It verified correctness of its design and feasibility of its manutacturing techniques