摘要
运用通用有限元程序ANSYS对一实际工程桥台部分进行非线性三维有限元分析,主要考察面板位移与实际监测值位移发展趋势的对比。结果表明模拟与实际监测趋势基本吻合。
Non-linear three-dimension finite element analysis is conducted to an engineering abutment section by general finite element program ANSYS,majorly considering the comparison of panel displacement and measured monitoring value displacement development tendency.The result shows that simulation is consistent with the actual monitoring tendency.
出处
《北方交通》
2011年第2期55-57,共3页
Northern Communications
关键词
ANSYS
接触面单元
桥台
加筋
非线性
挡墙位移
ANSYS
Contact face element
Abutment
Reinforcement
Non-linear
Barricade displacement
