摘要
Y形桥墩顶外形特别,应力状况复杂。介绍了通过空间有限元计算的计算模型及计算结果,分析了Y形墩主拉应力分布状况,并根据主拉应力云图,对墩顶进行了配筋计算。
The top of a Y-formed pier has special appearance, with complicated stress distribution. Introduced hereby is the 3D finite element calculation model and the result therefrom, with the analysis of the primary tensile stress in the Y-formed pier, and calculation for reinforcement in the top of the pier according to the cloud chart of the primary tensile stress.
出处
《中国市政工程》
2008年第6期22-23,共2页
China Municipal Engineering
关键词
桥墩
分析
配筋
pier
analysis
reinforcement arrangement
