新型过渡墩内力分析

Internal forces analysis of new style transition pier

桥墩的内力计算一般是设计中的盲区,对于取消盖梁的新型过渡墩,这是偏于不安全的。利用An-sys对这种过渡墩进行数值分析,就其中的单元选择、网格划分、内力计算结果分析及设计计算等问题进行探讨,为掌握扩头桥墩的力学特性积累经验。

Internal forces of bridge pier always is the dead zone in designing,this is unsafe for a new style transition pier which was cancelled the capping beams.This paper use Ansys10.0 to analysis the transition pier,it will study the problem ？including the unit selection,mesh generation,result analysis and these will help us to master the mechanical property of the new style transition pier.