Simulation and analysis of long-span cable-stayed bridge during construction based on ANSYS

被引：0
|
作者：
Wu, Fangwen [1 ]
Xue, Chengfeng [1 ]
机构：
[1] Chanan Univ, Sch Highway, Xian, Peoples R China
来源：
ICMS2010: PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON MODELLING AND SIMULATION, VOL 1: ENGINEERING COMPUTATION AND FINITE ELEMENT ANALYSIS | 2010年
关键词：
Bridge engineering; Cable-stayed bridge; construction control; structure analysis; programming techniques of ansys;
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
It is important for cable-stayed bridge construction control to simulate the whole construction state correctly. In the paper, based on the project of thousand-meter scale steel box girder cable-stayed bridge Sutong Yangtze River Highway bridge, the 3D finite element model is established by the software of ANSYS, and the simulation of construction process and the tension of cable are realized by the use of ANSYS parametric design language, element birth and death function, and mutliframe restart function. As a result, the cable-stayed bridge construction process is simulated successfully.
引用
收藏
页码：341 / 345
页数：5
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