| 矮塔斜拉桥箱形主梁空间应力分布研究 |
| |
| 引用本文： | 陈从春,傅工范,肖汝诚.矮塔斜拉桥箱形主梁空间应力分布研究[J].中南公路工程,2006,31(5):56-58,66. |
| |
| 作者姓名： | 陈从春 傅工范 肖汝诚 |
| |
| 作者单位： | [1]同济大学桥梁工程系,上海200092 [2]义乌市交通设计院,浙江义乌322000 |
| |
| 摘 要： | 以一座33．0m宽的单索面矮塔斜拉桥为背景，索力为对象，研究了宽箱梁的空间应力分布，总结了其分布特征及影响其分布的因素。对基于平面杆系的设计理论，以此指导截面配筋，可使宽桥的截面应力更均匀。
|
| 关 键 词： | 矮塔斜拉桥 索力 宽幅箱梁 应力 ANSYS |
| 文章编号： | 1002-1205（2006）05-0056-03 |
| 收稿时间： | 2005-09-25 |
| 修稿时间： | 2005-09-25 |
The Study on The Spatial Distribution of Extradosed Cable-stayed Bridge's Cable Force in Wide Box Girder |
| |
| CHEN Congchun, FU Gongfan, XIAO Rucheng.The Study on The Spatial Distribution of Extradosed Cable-stayed Bridge''''s Cable Force in Wide Box Girder[J].Central South Highway Engineering,2006,31(5):56-58,66. |
| |
| Authors: | CHEN Congchun FU Gongfan XIAO Rucheng |
| |
| Institution: | 1. The Department of Bridge Engineering, Tongji University, 200092, shanghai, China; 2. The Transportation Institute of Yiwu City, 322000, Yiwu, China |
| |
| Abstract: | Based on a 33.0 meter wide extradosed cable-stayed bridge with single plane cables , the distribution of spatial stress in wide box-girder is studied on cable force. Then its law of distribution and influence factors are concluded. It can be used to dispose prestressing steels on section ,and make the stress on section more smooth, which is meaningful. |
| |
| Keywords: | extradosed cable-stayed bridge cable force wide box girder stress ANSYS |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
