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自锚式悬索桥索夹抗滑及应力测试试验研究
引用本文:赵东海.自锚式悬索桥索夹抗滑及应力测试试验研究[J].铁道建筑技术,2009(10):18-19,60.
作者姓名:赵东海
作者单位:中铁十五局集团有限公司南京公司,南京,210019
摘    要:自锚式悬索桥的索夹受力状态复杂,难以准确分析计算,基于南京长江江心洲大桥的索夹本体试验,得出相关数据,并对试验结果进行了分析。

关 键 词:自锚式悬索桥  索夹  抗滑力  环向应力

On Clamp Anti-slide and Stress Test of Cable Self-anchored Suspension Bridge
Zhao Donghai.On Clamp Anti-slide and Stress Test of Cable Self-anchored Suspension Bridge[J].Railway Construction Technology,2009(10):18-19,60.
Authors:Zhao Donghai
Institution:Zhao Donghai (China Railway 15th Bureau Group Co. Ltd. , Nanjing 210019, China)
Abstract:The clamp' s stress in cable self-anchored suspension bridge is complex, and it' s difficult to calculate an accurate value. This article, based on tests of the clamp' s body in Right Branch Main Bridge of Jiangxin Island of Nanjing Yangtze River Tunnel Project, obtained relevant data, and made analysis on tests results.
Keywords:cable self-anchored suspension bridge  clamp  anti-slide force  hoop stress
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