| 石板坡长江大桥混凝土收缩与徐变效应分析 |
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| 引用本文： | 王军文,李建中,孙峻岭. 石板坡长江大桥混凝土收缩与徐变效应分析[J]. 石家庄铁道学院学报(社会科学版), 2006, 0(3): 6-10 |
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| 作者姓名： | 王军文 李建中 孙峻岭 |
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| 作者单位： | [1]石家庄铁道学院土木工程分院,河北石家庄050043 [2]同济大学桥梁工程系,上海200092 [3]重庆林同棪国际公司,重庆400010 |
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| 摘 要： | 石板坡长江大桥位于重庆主城区，结构采用连续梁与连续刚构混合连续体系，主跨跨度在同类型桥梁中居世界之首。结合该桥设计及施工特点，采用按龄期调整的有效模量法结合有限元步进法对石板坡长江大桥混凝土收缩与徐变效应进行了计算分析。计算结果表明预应力筋的张拉、混凝土的收缩徐变等对桥梁的竖向变形与轴向变形都有较大影响，混凝土的收缩徐变以及预应力损失使该桥混凝土梁的应力减小，钢梁的应力增加。
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| 关 键 词： | 连续梁 连续刚构 徐变 收缩 |
| 修稿时间： | 2006-02-20 |
Analysis of Concrete Shrinkage and Creep''s Effect for Shibanpo Bridge over Yangtze River |
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| Wang Junwen,Li Jianzhong,Sun Junling. Analysis of Concrete Shrinkage and Creep''s Effect for Shibanpo Bridge over Yangtze River[J]. , 2006, 0(3): 6-10 |
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| Authors: | Wang Junwen Li Jianzhong Sun Junling |
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| Affiliation: | 1. School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China ; 2. Department of Bridge Engineering, Tongji University,Shanghai 200092, China; 3. T. Y. Lin International of Chongqing, Chongqing400010, China |
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| Abstract: | Shibanpo bridge lies in the main district of Chongqing , the structure adopting the combination system of rigid frame bridge and continuous beam bridge, the main span being the longest in the world. According to the particularity of the bridge in design a |
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| Keywords: | continuous bridge continuous rigid frame bridge creep shrinkage |
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