| FSS系列桥梁伸缩缝的计算机仿真分析 |
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| 引用本文： | 盛丽娟,于天来,冯丽.FSS系列桥梁伸缩缝的计算机仿真分析[J].森林工程,2005,21(6):34-35. |
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| 作者姓名： | 盛丽娟 于天来 冯丽 |
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| 作者单位： | 东北林业大学,哈尔滨,150040 |
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| 摘 要： | 采用ANSYS通用分析软件,对FSS系列桥梁伸缩缝进行了计算机仿真分析,并详细介绍了用AN-SYS仿真分析的过程。对伸缩缝锚固装置及伸缩缝与加强混凝土间的受力及抗裂性能进行分析,通过与试验值的比较,验证了仿真结果的真实、可靠性。
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| 关 键 词： | FSS桥梁 伸缩缝 计算机仿真 |
| 文章编号： | 1001-005X（2005）06-0034-02 |
| 收稿时间： | 2004-11-24 |
| 修稿时间： | 2004年11月24 |
Simulation Analysis of Series FSS Bridge Expansion Joint |
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| Sheng Lijuan,Yu Tianlai,Feng Li.Simulation Analysis of Series FSS Bridge Expansion Joint[J].Forest Engineering,2005,21(6):34-35. |
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| Authors: | Sheng Lijuan Yu Tianlai Feng Li |
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| Institution: | Northeast Forestry University, Harbin 150040 |
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| Abstract: | In this paper,series FSS bridge expansion joint was simulated by computer with ANSYS.The main contents included anchorage system of expansion joint, load bearing capacity and crack resistances between expansion joint and strengthened concrete.By comparing with the experimental results,the reliability of the simulating results was verified. |
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| Keywords: | FSS bridge expansion joint computer simulation |
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