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吉利黄河大桥主桥的有限元仿真建模
引用本文:李晓龙,李大望,尚刚,赵国运. 吉利黄河大桥主桥的有限元仿真建模[J]. 河南科学, 2005, 23(2): 244-246
作者姓名:李晓龙  李大望  尚刚  赵国运
作者单位:郑州大学土木工程学院,河南,郑州,450002;河南省交通厅公路管理局,河南,郑州,450052
基金项目:河南省杰出青年科学基金(0212001600),交通厅科技计划项目资助(2003P110)
摘    要:针对吉利黄河大桥预应力混凝土连续箱梁主桥移动模架法施工特点,借助于通用有限元程序ANSYS构建了全桥仿真分析模型.详细介绍了建模的过程和方法,为研究模架移动、桥梁自重、预应力施加、支座沉降、环境变化等因素对结构的作用效应规律奠定了基础.

关 键 词:有限元  仿真分析  移动模架  连续箱梁
文章编号:1004-3918(2005)02-0244-03
修稿时间:2005-01-24

FEM establishment of Jili Yellow River main bridge
LI Xiao-long,LI Da-wang,SHANG Gang,ZHAO Guo-yun. FEM establishment of Jili Yellow River main bridge[J]. Henan Science, 2005, 23(2): 244-246
Authors:LI Xiao-long  LI Da-wang  SHANG Gang  ZHAO Guo-yun
Affiliation:LI Xiao-long~1,LI Da-wang~1,SHANG Gang~2,ZHAO Guo-yun~2
Abstract:According to the trait of the Jili Yellow River, a continuous prestressed concrete box girder bridge, which was constructed in span by span method with slide shuttering, a FEM of the entire bridge was established using the FEA program ANSYS. In addition, the process and the method of FEM Establishmeng were also introduced in detail, as provides the foundation for the study of the law of effect on the structure under different loads such as the movement of shuttering, self gravity of bridge, prestressing, bearing displacement, the changes of environment and so on.
Keywords:finite element  simulation analysis  span-by-span method  continuous box girder
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