| 简支T梁桥面连续预应力研究 |
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| 引用本文： | 陈俊宏,宋宗平. 简支T梁桥面连续预应力研究[J]. 山西建筑, 2009, 35(28): 305-306 |
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| 作者姓名： | 陈俊宏 宋宗平 |
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| 作者单位： | 1. 重庆市交通规划勘察设计院,重庆,400067
2. 中国市政西南设计研究院,贵州,贵阳,550003 |
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| 摘 要： | 通过对简支T梁的受力分析，提出了在墩顶现浇段处桥面采用预应力的连接，并与其他处理方法进行比较；利用有限元软件分析了桥面在预应力作用下对结构的影响，以工程实际作为验证，具有一定的工程价值。
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| 关 键 词： | 简支T梁 桥面连续 预应力 有限元 |
Study on the continuous prestressed of simple supported T-typed beam bridge deck |
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| CHEN Jun-hong,SONG Zong-ping. Study on the continuous prestressed of simple supported T-typed beam bridge deck[J]. Shanxi Architecture, 2009, 35(28): 305-306 |
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| Authors: | CHEN Jun-hong SONG Zong-ping |
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| Affiliation: | CHEN Jun-hong SONG Zong-ping |
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| Abstract: | Through stress analysis of simple supported T-typed beam, it proposed that prestressed connection should be adopted in pier cast-inplace section, which was compared with other treating methods. The bridge deck influences on structure were analyzed with finite element software, which was checked by engineering practice and had some engineering value. |
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| Keywords: | simple supported T-typed beam bridge deck continuous prestressed finite element |
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