基于ANSYS的小榄特大桥V型斜腿空间有限元分析

Space Finite Element Analysis on Xiaolan Super Large Bridge's V-shaped Slant Legs Based on ANSYS

以广州小揽水道特大桥为例,对特大桥V型斜腿部位进行了有限元分析,得到斜腿部位的应力分布情况,以期为类似的结构设计和施工提供理论参考。

Taking Guangzhou Xiaolan Bridge as the example, this paper makes finite element analysis on the V- shaped slant legs of this bridge, obtains the stress distributions of the slant legs, and provides the theoretical references for the similar structural design and construction.