摘要
为了保证桥梁承台钢板桩围堰的安全性,根据钢板桩的实际受力情况,采用ANSYS软件对钢板桩和围囹进行建模计算分析。根据施工阶段,选取5种工况进行加载计算,对最不利工况引起的强度和变形进行分析,并对钢板桩的入土深度进行了验算。
In order to ensure safety of the steel sheet pile cofferdam, based on its load conditions, ANSYS software is used to make the modeling calculation of the steel pile cofferdam. The author selected five different conditions to carry out the loading calculation and analyzed strength and deformation of the steel sheet pile under the most unfavorable condition. The penetrating depth of steel sheet pile is also verified.
出处
《铁道建筑技术》
2014年第4期57-60,68,共5页
Railway Construction Technology
关键词
桥梁承台
钢板桩围堰
ANSYS软件
强度
变形
入土深度
bridge base
steel sheet pile cofferdam
ANSYS software
strength
deformation
penetrating depth
