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南东长江二桥斜拉桥索梁锚固区模型疲劳试验研究
引用本文:陈开利,王天亮.南东长江二桥斜拉桥索梁锚固区模型疲劳试验研究[J].钢结构,2004,19(6):20-22.
作者姓名:陈开利  王天亮
作者单位:东北大学
摘    要:对于大跨度斜拉桥的斜拉索锚固结构,必须认真地研究其设计方法、制造工艺以及疲劳性能等.针对南京长江二桥的索梁锚固结构,采用足尺模型进行了疲劳试验,测量了其静力变形与疲劳荷载作用下的受力性能.通过试验验证了设计的正确性和制造工艺的可行性.

关 键 词:南京长江二桥  斜拉桥  索梁锚固区  疲劳试验
修稿时间:2004年5月12日

FATIGUE TEST RESEARCH ON THE CABLE ANCHORAGE ZONE OF THE MAIN GIRDER OF THE SECOND NANJING YANGTZE CABLE-STAYED BRIDGE
Chen,KailiWang,Tianliang.FATIGUE TEST RESEARCH ON THE CABLE ANCHORAGE ZONE OF THE MAIN GIRDER OF THE SECOND NANJING YANGTZE CABLE-STAYED BRIDGE[J].Steel Construction,2004,19(6):20-22.
Authors:Chen  KailiWang  Tianliang
Affiliation:Chen KailiWang Tianliang (Northeast University of China She nyang 110000) (Bridge Science Research Institute Wuhan 430034)
Abstract:Cable anchorage zone of t he large span cable-stayed bridges are under very complicated conditi ons and the design methods need to be carefully studied.This paper pr esents the fatigue test research o n the cable anchorage zone of the main girder of the Second Nanjing Yangtze Bridge.In the test,the per formance of the structure under bo th static and fatigue loads are i nvestigated.The test results verif ied correctness of its design and feasibility of its manufacturing t echniques.
Keywords:the  Second  Nanjing  Yangt ze  Bridge  cable-stayed  bridge  cabl e  anchorage  zone  of  the  main  girde r  fatigue  test  
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