竖转施工刚构拱桥转动铰接触应力有限元分析
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中图分类号:

U445.465

基金项目:

西部交通建设科技项目,重庆交通大学结构工程重点实验室基金


Finite Element Analysis of the Contact Stress of the Rotary Hinge in the Rigid Frame Arch Bridge Constructed in a Vertically Downward Rotating Manner
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    摘要:

    转动铰是连接刚构拱桥拱座与拱肋的临时施工构造措施,在放张式竖转合拢过程中,转动铰是全桥转体施工成功与否的关键。通过对八字型刚构拱桥竖转施工过程的接触有限元模拟,研究了转动铰的局部应力分布,分析了转动铰的结构力学性能。实体工程分析表明:转动铰结构整体处于较低的应力状态,局部存在应力集中现象,可通过加强局部构造措施,保证转动铰整体力学性能满足竖转施工的安全性要求。

    Abstract:

    Rotary hinges are temporary joints connecting arch ribs with the abutments of rigid frame arch bridges during the vertically downward rotating construction process.We probed the mechanical properties of a rotary hinge.Its stress distribution was simulated in contact FEM during the vertically downward rotating construction of a rigid frame arch bridge.The results show that nearly the entire structure of the rotary hinge is in a low-stress state with only a minor area in a high-stress state.By strengthening some local structures,rotary hinge construction security could be satisfied by its mechanical properties during vertically downward rotating construction.

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姚国文,陈生华,周志祥.竖转施工刚构拱桥转动铰接触应力有限元分析[J].土木与环境工程学报(中英文),2008,30(3). YAO Guo-wen, CHEN Sheng-hua, ZHOU Zhi-xiang. Finite Element Analysis of the Contact Stress of the Rotary Hinge in the Rigid Frame Arch Bridge Constructed in a Vertically Downward Rotating Manner[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2008,30(3).10.11835/j. issn.1674-4764.2008.03.014

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