前板桩高桩承台码头结构计算  

Calculation of front-sheet pile and high pile wharf structure

作　　者：沈迪[1] 葛晓丹 SHEN Di;GE Xiao-dan(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou 510230,China)

机构地区：[1]中交第四航务工程勘察设计院,广东广州510230

出　　处：《水运工程》2018年第1期69-71,99,共4页Port & Waterway Engineering

摘　　要：结合某工程前组合钢管板桩高桩承台码头实例,运用高桩墩台计算软件建立简化模型,并运用有限元程序ANSYS建立三维模型,对比两种情况下结构的内力变形。结果表明:有限元模型计算的结果比简化计算的结果更符合实际受力情况。Based on the case of a front-sheet pile and high pile wharf structure project,we apply high pile pier calculation software to establish simplified model,and use the FEM software ANSYS to set up a 3D model to calculate the force and deformation of front-sheet pile and high pile wharf structure in two situations.The results show that,the calculation result of finite element model is more consistent with the actual force situation than the simplify calculation.

关 键 词：前板桩 高桩承台 有限元 ANSYS 

分 类 号：U656.11[交通运输工程—港口、海岸及近海工程]