| 三县洲斜拉桥主梁锚固区应力分析 |
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| 引用本文： | 房贞政,卓卫东,上官萍,林清.三县洲斜拉桥主梁锚固区应力分析[J].福州大学学报(自然科学版),1999,27(1):66-70. |
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| 作者姓名： | 房贞政 卓卫东 上官萍 林清 |
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| 作者单位： | 1. 福州大学土木建筑工程学院,福州,350002
2. 福州市建设委员会,福州,350005 |
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| 摘 要： | 运用现代有限元方法分析了三县洲斜拉桥主梁锚固区的局部应力分布及索力传递规律．分析结果表明，索力引起主梁顶板内局部较大的横桥向拉应力，与锚块固结的横隔板和箱梁腹板则传递和承受了大部分的索力垂直分量．
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| 关 键 词： | 斜拉桥 主梁锚固区 应力分析 闽江 福州 |
Stress Analysis of Anchorage Zone in Concrete Box Girder of Sanxianzhou Cable Bridge |
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| Fang Zhenzheng,Zhuo Weidong,Shangguan Ping,Lin Qin.Stress Analysis of Anchorage Zone in Concrete Box Girder of Sanxianzhou Cable Bridge[J].Journal of Fuzhou University(Natural Science Edition),1999,27(1):66-70. |
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| Authors: | Fang Zhenzheng Zhuo Weidong Shangguan Ping Lin Qin |
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| Institution: | Fang Zhenzheng 1 Zhuo Weidong 1 Shangguan Ping 1 Lin Qin 2 ( 1College of Civil and Architectural Engineering, Fuzhou University, Fuzhou, 350002) ( 2Costruction Committee of Fuzhou City, Fuzhou, 350002) |
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| Abstract: | The anchorage zone in concrete box girder is one of the key structural components of cable-stayed bridge. The stay cables of Sanxianzhou bridge are longitudinally inclined in single plane, but laterally each cable composes of twin cables spacing 1.2 meters. The twin-cables are anchored in a concrete brick set in the middle box. The local stress distribution of anchorage zones and the transfer of cable forces are analysed by modern finite element method .The result shows that huge cable forces cause big transverse tensile stress in the deck, and the vertical components of cable forces are transferred by the webs and the cross slab fixed with the anchor brick. |
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| Keywords: | cable stayed bridge anchorage zone stress analysis Min river Fuzhou |
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